B.08 DR Drawings.pdf

-40

-35

-30

-25

-20

-15

-10

-5

-40

-35

-30

-25

-20

-15

-10

-5

25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00

-25.00%

-1.44% -1.15%

-8.86%

-7.46%

-0.25%

-0.40%

ST

A.

3+

.4

EL

EV

.2

D R

-A R

V-

S

TA

. 2 5+

.3

EL

EV

. 1

8.

ST

A.

5+

.6

EL

EV

. 1

8.

PVI STA. = 29+29.75

PVI EL. = 4.67'

R=795.01

61.04 VC

BV

C

S:

8+

.1

BV

C

E:

.0 2'

EV

C

S:

9+

.2

EV

C

E:

.9 7'

PVI STA. = 26+60.81

PVI EL. = 7.76'

R=20638.48

58.81 VC

BV

C

S:

6+

.4

BV

C

E:

.1 9'

EV

C

S:

6+

.2

EV

C

E:

.4 2'

PVI STA. = 30+84.11

PVI EL. = -9.02'

R=2500.00

34.82 VC

BV

C

S:

0+

.7

BV

C

E:

-7

.4 7'

EV

C

S:

1+

.5

EV

C

E:

-1

0.

PVI STA. = 32+87.00

PVI EL. = -24.15'

R=675.00

48.51 VC

BV

C

S:

2+

.7

BV

C

E:

-2

2.

EV

C

S:

3+

.2

EV

C

E:

-2

4.

PVI STA. = 26+02.06

PVI EL. = 8.61'

R=175.31

40.00 VC

BV

C

S:

5+

.3

BV

C

E:

3.

EV

C

S:

6+

.3

EV

C

E:

.3 2'A.

R .V

BE

N

D

15 12

-2

-9

-22

-2

-20

-15

-10

-5

-2010

O U T H C A R O

L I N A

G E O

R G I A

S A V A N N A H B A C K R I V E R

EXISTING

6" PVC

PIPE ON

GROUND

E

E

E

E

E

E

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00

32+00

33+00

34+0034+19

B-11

12"E20.64'

P.I. STA: 25+62.14

P.I. N=771447.3742 P.I. E=980347.8140

=061°03'09.04" R=1.93' T=1.14' L=2.06'

STA: 21+72.18, 0.00'

P.I. STA: 24+50.64

P.I. N=771525.6503 P.I. E=980266.9274

=034°52'09.57" R=75.00' T=23.55' L=45.64'

P.I. STA: 25+12.29

P.I. N=771485.6351 P.I. E=980315.7356

=010°40'36.66" R=150.00' T=14.02' L=27.95'

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00

32+00

33+00

34+0034+19

EP: 34+18.51

N

: 771611.25

E: 981188.59

PI: 33+36.81

N

: 771595.62

E: 981108.39

PC: 2

5+61.00

N: 7 71448.25

E: 9 80347.08

PC

: 2

1+

.5

N:

4.

E:

5.

PC: 22+45.20

N: 771684.66

E: 980147.53

PC

: 2

3+

.2

N:

6.

E:

6.

PC: 24+27.08

N: 771548.32

E: 980260.52

PC: 2

4+

.27

N: 7

4.5

E: 9

4.9

PT: 25+63.05

N

: 771447.59

E: 980348.93

PT

: 2

1+

.8

N:

5.

E:

7.

PT: 22+24.78

N: 771703.09

E: 980138.74

PT

: 2

3+

.4

N:

5.

E:

7.

PT: 24+10.03

N: 771564.73

E: 980255.88

PT:

+7 2.7

N: 7

0.7

E: 9

5.1

PT: 2

5+26.22

N: 7 71474.89

E: 9 80324.74

D

2 3

C

4 5

A

B

D

ES

C R

IP

TI

O N

D

AT

E

US ARMY CORPS

OF ENGINEERS

SAVANNAH

SY

M

BO

L

BY

PLATE

REFERENCE

NUMBER

SHEET

U . S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

SA

VA

N N

AH

D

IS

TR

IC

T

FI

LE

N

AM

E:

SU

BM

IT

TE

D B

Y:

D W

N B

Y:

C

KD

B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

C

AT

EG

O

R Y

C O

D E:

PL

O

T D

AT

E:

PL

O

T

SC

AL

E:

SI

ZE

: D

"X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D

G N

SP

EC

SY

ST

IM

E$

U

SE

R N

AM

E$

MATCH LINE - SEE SHEET DC412

30" SUPER DUPLEX STAINLESS STEEL DISCHARGE PIPE

A1, A2, A4, & B5

DS530

DISCHARGE PIPE

SUPPORTS IN RIVER

(10' O.C. TYP.)

100'0 50'

SCALE:1"=50'

100'0 50'

SCALE:1"=50' (HORIZ)

SCALE: 1"= 10' (VERT)

20'0 10'

B3

DD503

DIFFUSER

30" DISCHARGE PIPE

25+51.30

AIR RELIEF VALVE

100 YR ELEV.

15.45 MLLW

SA

VA

N N

AH

R

IV

ER

R

EO

XY

G

EN

AT

IO

N

P R

O

JE

C T

D O

W N

R

IV

ER

BA

C

K R

IV

ER

D

IS

C H

AR

G

E

PI

PE

P

LA

N

A N

D P

R O

FI

LE

SH

EE

T

O F

DC413

D . A

SH

LO

C K

M . L

O R

EN

Z

ST

O

A

1"

ZI

9D

C

3.

dw g

/9

/2

J.

S

TU

D

ER

N

O

VE

M

BE

R

W

2H N

-1 3-

R -0

C W

K0

6" RIGID

CORRUGATED

HDPE PIPE

CROSS DRAIN @

100' O.C. ±

(TYPICAL)

30" HDPE DISCHARGE PIPE

SEE PROCESS DRAWING

DD100 DETAIL 03 FOR

TRANSITION FROM HDPE

TO SUPER DUPLEX

STAINLESS STEEL.

LOW WATER ELEV.

-4.0 FEET MLLW

100 YR. ELEV.

15.45 FEET MLLW

30" HDPE DISCHARGE PIPE

30" SUPER DUPLEX

STAINLESS STEEL

DISCHARGE PIPE

JA

N

M

JL

SEE VOLUME 3 DOWNRIVER

ACCESS ROAD PLANS FOR

ACCESS ROADWAY

CONSTRUCTION LIMITS.

30" HDPE

UNRESTRAINED

DISCHARGE PIPE

-40

-35

-30

-25

-20

-15

-10

-5

-40

-35

-30

-25

-20

-15

-10

-5

0.00%

-78.69%

-14.40%

-10.82%

-21.50%

-19.18%

ST

A.

+0

0.

EL

EV

. 1 9.

ST

A.

+0 7.

EL

EV

. 1

9.

ST

A.

+2

1.

EL

EV

. 9 .0

ST

A.

+2

2.

EL

EV

.9

PVI STA. = 1+35.14

PVI EL. = -5.68'

R=225.00

23.08 VC

BV

C

S:

+2 3.

BV

C E:

-4 .4

2'

EV

C

S:

+4 6.

EV

C E:

-8 .1

4'

PVI STA. = 0+87.30

PVI EL. = -0.50'

R=500.00

17.47 VC

BV

C

S:

+7 8.

BV

C E:

.7

5'

EV

C S:

+9

6.

EV

C

E:

-1

.4 5'

PVI STA. = 1+99.46

PVI EL. = -19.51'

R=1000.00

21.85 VC

BV

C

S:

+8 8.

BV

C E:

-1 7.

EV

C

S:

+1 0.

EV

C E:

-2 1.

5.

1.

-1 .7

-4 .9

-7 .6

-1 1.

-1 7.

-2 2.

5.

1.

-1 .7

-4 .8

-7 .5

-1 1.

-1 7.

-2 2.

-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00

-10

-5

-10

-5

B-7

B-3

B-6

B-2

B-4

B-6

SOIL

RESISTIVITY

TEST

-1

-20

-25

-3

-5

-10

-1

-2

PI

N

G C

H

AN

N

EL

N G

C H

AN

N

EL

-5-4 -3

-2 -1

-3

X X

X

X X

X

X X

XXXX

X

X X

X X

EU

1+00

1+00 2+00 2+48

BP: 0+00.00

N : 771213.48

E: 978409.25

PC

: 0+31.03

N : 771187.75

E: 978391.91 PT

: 0

+6 6.

N : 7

1.

E:

9.

EP

: 2

+4 7.

N : 7

8.

E:

5.

S33°58'15"W 31.03'

S47°20'32"W

181.70'

P.I. STA: 0+48.62

P.I. N=771173.1656 P.I. E=978382.0831

=013°22'17.57" R=150.00' T=17.58' L=35.01'

D

2 3

C

4 5

A

B

D

ES

C R

IP

TI

O N

D

AT

E

US ARMY CORPS

OF ENGINEERS

SAVANNAH

SY

M

BO

L

BY

PLATE

REFERENCE

NUMBER

SHEET

U . S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

SA

VA

N N

AH

D

IS

TR

IC

T

FI

LE

N

AM

E:

SU

BM

IT

TE

D B

Y:

D W

N B

Y:

C

KD

B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

C

AT

EG

O

R Y

C O

D E:

PL

O

T D

AT

E:

PL

O

T

SC

AL

E:

SI

ZE

: D

"X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D

G N

SP

EC

SY

ST

IM

E$

U

SE

R N

AM

E$

SA

VA

N N

AH

R

IV

ER

R

EO

XY

G

EN

AT

IO

N

P R

O

JE

C T

D O

W N

R

IV

ER

FR

O

N T

R

IV

ER

D

IS

C

H

AR

G E

PL

AN

A N

D

PR

O

FI

LE

DC414

D . A

SH

LO

C K

M . L

O R

EN

Z

ST

O

A

1"

ZI

9D

C

4.

dw g

/9

/2

J.

S

TU

D

ER

N

O

VE

M

BE

R

W

2H N

-1 3-

R -0

C W

K0

36" SUPER DUPLEX

STAINLESS STEEL

DISCHARGE PIPE

A1 & A2

DS530

PIPE SUPPORTS

FROM SHORE TO

DIFFUSERS

(10' O.C. TYP.)

100'0 50'

SCALE:1"=50'

100'0 50'

SCALE:1"=50' (HORIZ)

SCALE: 1"=10' (VERT)

10'0 5'

C4

DD502

DIFFUSER

36" SUPER DUPLEX

STAINLESS STEEL

DISCHARGE PIPE

JA

N

M

JL

D

2 3

C

4 5

A

B

D

ES

C R

IP

TI

O N

D

AT

E

US ARMY CORPS

OF ENGINEERS

SAVANNAH

SY

M

BO

L

BY

PLATE

REFERENCE

NUMBER

SHEET

U . S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

SA

VA

N N

AH

D

IS

TR

IC

T

FI

LE

N

AM

E:

SU

BM

IT

TE

D B

Y:

D W

N B

Y:

C

KD

B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

C

AT

EG

O

R Y

C O

D E:

PL

O

T D

AT

E:

PL

O

T

SC

AL

E:

SI

ZE

: D

"X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D

G N

SP

EC

SY

ST

IM

E$

U

SE

R N

AM

E$

SA

VA

N N

AH

R

IV

ER

R

EO

XY

G

EN

AT

IO

N

P R

O

JE

C T

D O

W N

R

IV

ER

PR

O

C

ES

S

PI

PI

N

G A

N D

EQ

U

IP

M

EN

T

SI

TE

P

LA

N

DD100

D . A

SH

LO

C K

M . J

O H

N

SO

N

ST

O

A

1:

ZI

ZD

D

0.

dw g

/0

6/

S.

W

AL

TE

R S

N

O

VE

M

BE

R

W

2H N

-1 3-

R -0

C W

K0

1/16" = 1'-0"

PROCESS PIPING AND EQUIPMENT PARTIAL SITE PLAN - FRONT RIVER01

1/16" = 1'-0"

PROCESS PIPING AND EQUIPMENT PARTIAL SITE PLAN - BACK RIVER02

32'8'

SCALE:1/16"=1'

0 16'

DSC-1 DSC-2 DSC-3

PROVIDE FLANGED JOINTS AND

FASTENERS WITH CATHODIC

PROTECTION

30"Ø SUPER DUPLEX 2507 PIPE

WITH CATHODIC PROTECTION

INTAKE 4 INTAKE 3 INTAKE 2 INTAKE 1

FISH/DEBRIS

RETURN

TROUGH

36" STAINLESS STEEL FLANGED TO 36"Ø

SUPER DUPLEX 2507 ELBOW AND PIPE

(WITH CATHODIC PROTECTION) DOWN

BELOW GRADE AND OUT TO DIFFUSERS

PIPING FROM PUMPS TO THIS

FLANGE IS STAINLESS STEEL.

PIPING FROM PUMPS

TO THIS FLANGE IS

STAINLESS STEEL.

30"Ø STAINLESS STEEL FLANGED TO 30"Ø SUPER DUPLEX

2507 PIPE (WITH CATHODIC PROTECTION) UNDERGROUND.

SEE CIVIL DRAWINGS DC411, DC412, AND DC413 FOR PIPE

PLAN AND PROFILE. SEE A4/DC502 FOR VALVE VAULT.

DSC-4

BACK RIVER

OUTLET DIFFUSER.

SEE SHEET DD502

FOR DETAILS

OUTLET DIFFUSER.

SEE SHEET DD502

FOR DETAILS

1/16" = 1'-0"

PROCESS PIPING AND EQUIPMENT PARTIAL SITE PLAN - BACK RIVER03

30"Ø SUPER DUPLEX 2507 PIPE

WITH CATHODIC PROTECTION

TO DIFFUSERSGUIDES. SEE DS510 DETAIL B1

30"Ø HDPE FLANGED TO SUPER DUPLEX

2507 STEEL PIPE. SEE CIVIL DRAWINGS

DC411, DC412, AND DC413 FOR PIPE

PLAN AND PROFILE. SEE DD100 DETAIL

02 FOR DIFFUSERS.

EXPANSION JOINT

MERCER RUBBER CO.

STYLE 502-45A.

AXIAL COMPRESSION: 5.25"

AXIAL EXTENSION: 2.5"

LATERAL DEFLECTION: 3"

PROVIDE FLANGED JOINTS AND

FASTENERS WITH CATHODIC

PROTECTION.2-EXPANSION JOINTS

MERCER RUBBER CO.

STYLE 502-45A.

AXIAL COMPRESSION: 5.25"

AXIAL EXTENSION: 2.5"

LATERAL DEFLECTION: 3"

1/16" = 1'-0"

PROCESS PIPING AND EQUIPMENT PARTIAL SITE PLAN - BACK RIVER04

ANCHORS AND THRUST

BLOCK. SEE DS530

DETAIL C1 & C4.

30"Ø SUPER DUPLEX 2507 FLANGED TO

HDPE. SEE CIVIL DRAWINGS DC111,

DC411, DC412, AND DC413 FOR PIPE

PLAN AND PROFILE.

SEE DD100 DETAIL 03 FOR TRANSITION

FROM HDPE TO SUPER DUPLEX 2507

STEEL AT BACKRIVER.

30"Ø HDPE PIPE ON GRADE

30"Ø SUPER DUPLEX 2507

UNDERGROUND

ANCHORS AND THRUST

BLOCK. SEE DS530

DETAIL C1 & C4.

30"Ø HDPE PIPE ON GRADE

JA

N

M

D M

FE

B2

M

D M

40'-0"

10'-0" 10'-0" 10'-0"

5'-0"5'-0"

CINCH ANCHORS

U-BOLT

ADJUSTABLE

PIPE STAND

THRU-BOLT

ANGLE

ROD

BLOCK WALL

STEEL PLATE

STEEL

STRAP

EYE BOLTS

BEAM

CLAMPS

EYE CLAMP

EYE BOLT

TURNBUCKLE

ROD ROD

U-BOLTS

ANGLE

3/8"Ø EXPANSION ANCHORS,

EPOXY EMPEDDED 4" MINUNISTRUT ANCHOR OR

APPORVED EQUAL

UNISTRUT OR

APPROVED EQAUL

CONCRETE

1" GROUT

PIPE Ø VARIES

SEE SCHEDULE

2" THICK 316L SS BASE

PLATE SEE SCHEDULE

(4) 1

2" HILTI HAS-R 316 THREADED

RODS W/ HIT-HY 200 EPOXY

EMPEDDED 6" MIN, OR

APPROVED EQUAL

316L SS PIPE SUPPORT

SEE SCHEDULE

D D + 6"

PIPE SIZES 6" TO 10"

WIDE FLANGE

BEAM (TYP)

DIAG L4x4x3

(BEYOND)

8" 316L SS PLATE

8" NEOPRENE

WT 3X8 316L SS

L4x4x3

HDG TYP

QTY 4: 5 8" 316L

BOLTS AND NUTS

OXYGEN PIPE

D

2 3

C

4 5

A

B

D

ES

C R

IP

TI

O N

D

AT

E

US ARMY CORPS

OF ENGINEERS

SAVANNAH

SY

M

BO

L

BY

PLATE

REFERENCE

NUMBER

SHEET

U . S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

SA

VA

N N

AH

D

IS

TR

IC

T

FI

LE

N

AM

E:

SU

BM

IT

TE

D B

Y:

D W

N B

Y:

C

KD

B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

C

AT

EG

O

R Y

C O

D E:

PL

O

T D

AT

E:

PL

O

T

SC

AL

E:

SI

ZE

: D

"X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D

G N

SP

EC

SY

ST

IM

E$

U

SE

R N

AM

E$

SA

VA

N N

AH

R

IV

ER

R

EO

XY

G

EN

AT

IO

N

P R

O

JE

C T

D O

W N

R

IV

ER

PR

O

C

ES

S

AN

D

EQ

U

IP

M

EN

T D

ET

AI

LS

SH

EE

T

O

F

DD502

D . E

VA

N

S

B.

E

N

SO

R

ST

O

A

1:

ZI

ZD

D

2.

dw g

/0

6/

S.

W

AL

TE

R S

N

O

VE

M

BE

R

W

2H N

-1 3-

R -0

C W

K0

A-1

DD-502

R

IV

ER

F

LO

W

12-INCH TIDEFLEX DUCKBILL

DIFFUSER. REFER TO SCHEDULES.

RIVER WATER

SILT AND SAND

36"Ø SUPER DUPLEX 2507

WITH CATHODIC PROTECTION

RIVER FLOW

36" SUPER DUPLEX 2507 WITH

CATHODIC PROTECTION

SCALE: 1/2" = 1'-0"

FRONT RIVER OUTLET DIFFUSER - SECTIONC-1

SCALE: 1/2" = 1'-0"

FRONT RIVER OUTLET DIFFUSER - SECTIONA-1

SCALE: 1/4" = 1'-0"

FRONT RIVER OUTLET DIFFUSER - FRONT VIEWA-4

SCALE:1/4" = 1'-0"

FRONT RIVER OUTLET DIFFUSER - PLAN VIEWB-3

R

IV

ER

F

LO

W

RIVER FLOW

FLANGED CONNECTION

RIVER WATER

SILT AND SAND

SEE STRUCTURAL FOR

HEADER

RESTRAINTS/ANCHORS

12-INCH (TYPICAL)

C-1

DD-502

H

IG

H

-TID

E FLO

W

H

IG

H

-TID

E FLO

W

FLANGED CONNECTION

RIVER FLOW

RIVER FLOW DIF-D1 DIF-D3

DIF-D4

DIF-D5

DIF-D1 DIF-D2 DIF-D3 DIF-D4 DIF-D5

BURY HEADER 1 FOOT BELOW RIVER BED.

FLANGE RISERS 6-INCHES ABOVE RIVER BED.

SEE CIVIL PLANS FOR RIVER CONTOURS.

SEE STRUCTURAL AND

CIVIL DRAWINGS FOR PIPE

RESTRAINTS/ANCHORS.

DS530/A1

SCALE: N.T.S.

OXYGEN PIPING DETAILD-2

SCALE: N.T.S.

SUMP HOSE SUPPORT DETAILB-2

SCALE: N.T.S.

PIPING SUPPORT AND ANCHOR DETAILSC-3

SCALE: N.T.S.

MIXING WATER WALL LINK SEAL DETAILA-2

UNDERGROUND DOUBLE-WALL

TYPE 316 O2 PIPING

ABOVE GRADE.

MINIMUM SCHEDULE 30.

DOUBLE-WALL

UNDERGROUND

O2 PIPING

O2 PIPING FLANGED

12" ABOVE GRADE

PIPE AND LINK SEAL DIMENSIONS

NOM PIPE SIZE (IN Ø) WALL SLEEVE (IN Ø)

4"Ø

6"Ø

8"Ø

6"Ø

10"Ø

12"Ø

MIXING WATER PIPING

(SEE DD104) (TYPICAL)

INTAKE STRUCTURE WALL

(CONCRETE)

EPDM SEAL WITH SUPER DUPLEX

2507 NUTS AND BOLTS.

SUPER DUPLEX

2507 SLEEVE

L3x3x1

4" WELDED HDG

ASSEMBLY

2x5"X5" W/ 1-5/8" EXPANSION

BOLT (4" MIN EMBEDMENT)

ELECTRICAL REEL

FOR SUMP PUMP

HOSE REEL FOR

SUMP PUMP.

HDG GRATE

FLANGED

CONNECTION

FLANGED

CONNECTION

FLANGED

END PLATE

SEAL WATER-TIGHT

USING BOOT WITH

CLAMPS/BANDS

36"Ø SUPER DUPLEX 2507

WITH CATHODIC PROTECTION

36" SUPER DUPLEX 2507 WITH

CATHODIC PROTECTION

12"Ø SUPER DUPLEX 2507

(TYP.)

12"Ø SUPER DUPLEX 2507

(TYP.)

DIF-D2

ANGLE DIFFUSERS 45° OFF

CENTERLINE OF DIFFUSER HEADER

(TYP. 5)

JA

N

M

D M

1 1

0.126" THICK POLYETHYLENE

COATING OVER SCHEDULE

40 CARBON STEEL

1 1

REFER TO SPECIFICATIONS FOR

ROD SIZES AND DISTANCES

BETWEEN HANGERS 1

36"

28"

2"

2' M

AX

PIPE ELBOW SUPPORT SCHEDULE

PIPE Ø PIPE SUPPORT SIZE BASE PLATE WELD SIZE

36" 5"X-STRONG 14"x14" 5/16"

24" 3"X-STRONG 12"x12" 1/4"

10" 2"X-STRONG 10.5"x10.5" 1/8"

8" 2"X-STRONG 10.5"x10.5" 1/8"

SEE DS510 FOR ANCHOR

AND GUIDE DETAILS

FE

B2

M

D M

SMALL PIPE ANCHOR

DETAIL (NTS)

ANCHOR ANCHOR

20'-0"

10'-0" 10'-0"

5'-0"

FL

O W

FL

O

W

D

2 3

C

4 5

A

B

D

ES

C R

IP

TI

O N

D

AT

E

US ARMY CORPS

OF ENGINEERS

SAVANNAH

SY

M

BO

L

BY

PLATE

REFERENCE

NUMBER

SHEET

U . S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

SA

VA

N N

AH

D

IS

TR

IC

T

FI

LE

N

AM

E:

SU

BM

IT

TE

D B

Y:

D W

N B

Y:

C

KD

B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

C

AT

EG

O

R Y

C O

D E:

PL

O

T D

AT

E:

PL

O

T

SC

AL

E:

SI

ZE

: D

"X

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

D

G N

SP

EC

SY

ST

IM

E$

U

SE

R N

AM

E$

SA

VA

N N

AH

R

IV

ER

R

EO

XY

G

EN

AT

IO

N

P R

O

JE

C T

D O

W N

R

IV

ER

PR

O

C

ES

S

AN

D

EQ

U

IP

M

EN

T D

ET

AI

LS

SH

EE

T

O

F

DD503

D . E

VA

N

S

B.

E

N

SO

R

ST

O

A

1:

ZI

ZD

D

3.

dw g

/0

6/

S.

W

AL

TE

R S

N

O

VE

M

BE

R

W

2H N

-1 3-

R -0

C W

K0

SCALE: 1/2" = 1'-0"

BACK RIVER OUTLET DIFFUSER - SECTIONC-1

SCALE: 1/2" = 1'-0"

BACK RIVER OUTLET DIFFUSER - SECTIONA-1

SCALE: 1/4" = 1'-0"

BACK RIVER OUTLET DIFFUSER - FRONT VIEWA-3

SCALE:1/4" = 1'-0"

BACK RIVER OUTLET DIFFUSER - PLAN VIEWB-3

12"Ø DUCKBILL DIFFUSER.

SEE SCHEDULES.

FLANGED CONNECTION

RIVER WATER

SILT AND SAND

FLANGED CONNECTION

RIVER WATER

SILT AND SAND

30"Ø SUPER DUPLEX 2507

PIPE WITH CATHODIC

PROTECTION

A-1

DD-503

R

IV

ER

F

LO

W

C-1

DD-503

H

IG

H

-TID

E FLO

W

DIF-D6

SCALE: NTS

RUPTURE/VACUUM DISK ASSEMBLY DETAILC-3

VACUUM DISK

INSERT

PROCESS SUPPLY WATER. SEE

PROCESS DRAWINGS FOR SIZING AND

LOCATION.

RUPTURE DISK

INSERT

OPEN TO ATMOSPHERE

OPEN TO ATMOSPHERE

8" FLANGE. TYP.

8" FLANGE DRILLED TO ACCEPT J-BOLT.

DRILL PER MANUFACTURER'S

INSTRUCTIONS. TYP.

8"Ø TEE FITTING

SAFETY HEAD ASSEMBLY

(INLET AND OUTLET) J-BOLT TO ENSURE CORRECT

ASSEMBLY ORIENTATION. TYP.

DIF-D7

DIF-D8

BURY HEADER 1 FOOT BELOW RIVER BED.

FLANGE RISERS 6-INCHES ABOVE RIVER BED.

SEE CIVIL PLANS FOR RIVER CONTOURS.

SEE A1/DS530

FOR PIPE RESTRAINTS/ANCHORS

SEE DETAIL A1/DS530

12"Ø DUCKBILL DIFFUSER.

SEE SCHEDULES.

12"Ø DUCKBILL DIFFUSER. SEE

SCHEDULES.

SCALE: NTS

FISH & TRASH TROUGH DETAILD-1

12" WIDE 316L STAINLESS

STEEL FISH RETURN TROUGH

STRUCTURAL SUPPORT. SEE

STRUCTURAL DRAWINGS FOR SIZES AND

LOCATIONS

TROUGH SUPPORT 5'-0" ON

CENTER

SLOPE TRASH TROUGH AS

SHOWN ON STRUCTURAL

DRAWINGS AND DISCHARGE

INTO THE RIVER

CENTER STRAP AND ANCHORS

BETWEEN DIFFUSER NOZZLES.

COVER FISH TROUGH WITH 316L STAINLESS

STEEL EXPANDED METAL MESH, 1/8" THICK.

PROVIDE FISH TROUGH WITH 1"X1/8" CROSS

SUPPORTS ON 3'-0" CENTERS.

SLOPE FISH TROUGH AS SHOWN

ON STRUCTURAL DRAWINGS AND

DISCHARGE INTO THE RIVER

SCALE: N.T.S.

MIXING WATER VERTICAL PIPING SUPPORTA-5

VERTICAL MIXING

WATER PIPING

HDG SUPPORT

CONCRETE INTAKE

STRUCTURE

L4x4x5

16" HDG

ASSEMBLY

SUPER DUPLEX 2507

VERTICAL MIXING

WATER PIPING

CONCRETE INTAKE

STRUCTURE

FLANGED

END PLATE

FLANGED

END PLATE

12"Ø SUPER DUPLEX 2507 PIPE

(TYP.)

30"Ø SUPER DUPLEX 2507 PIPE

WITH CATHODIC PROTECTION

12"Ø SUPER DUPLEX 2507 PIPE

(TYP.)

30"Ø SUPER DUPLEX 2507 PIPE

WITH CATHODIC PROTECTION

ANGLE DIFFUSERS 45° OFF

CENTERLINE OF DIFFUSER HEADER

(TYP. 3)

SEE STRUCTURAL AND CIVIL DRAWINGS

FOR PIPE RESTRAINTS/ANCHORS.

30"Ø SUPER DUPLEX 2507 PIPE

WITH CATHODIC PROTECTION

JA

N

M

D M

2" HILTI QUICKBOLT, OR

EQUAL, EMBEDDED 35

8"

AISC MIN.

TROUGH SUPPORT 5'-0" ON

CENTER

1.

5"

M

IN

24"x26x5 16"

HDG PLATE

8" HDG HEX HEAD BOLT

WITH LOCKING WASHER AND

NUT 1

2" BENT PLATE

HDG

4" NEOPRENE 60

DUROMETER GALVANIC

ISOLATOR ADHERE WITH

CONTACT CEMENT TO

SUPPORT

SEE A1/DS514 FOR

INSTALLATION

FE

B2

M

D M