W911WN-15-B-0005_-_Contract_Drawings_-_Volume_3.pdf

NEW MACHINERY RECESS

EXISTING MACHINERY RECESS

EL. 751±

TOP OF EXISTING RIVER WALL

EL. 751±

TOP OF NEW MIDDLE WALL

GUDGEON PIN

PINTLE AND

BEAMS NOT SHOWN (TYP)

PLANKING AND SUPPORT

NOT SHOWN

MITER GATE WALKWAY

MONOLITHS R11 AND R12

EXISTING RIVER WALL

ACTUATOR (TYP)

CONNECTED HYDRAULIC

SUBMERSIBLE DIRECT

(TYP)

GATE LATCH ACTUATORS

SUBMERSIBLE ELECTRIC

LEFT HAND ACTUATOR

MITER POSITION

MITER GATE IN

RIGHT HAND ACTUATOR

RECESS POSITION

MITER GATE IN

15'-0"

9'-7"

MONOLITHS M3 AND M4

MIDDLE WALL

MANAGEMENT

PROVIDE PROPER CORD

DETEREMINED IN FIELD TO

A29 SERIES, LOCATION TO BE

POWER CORD CONNECTION, SEE

A22/9 & A22/11

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SCALE: …"=1'-0"

MACHINERY RECESS PLAN

FLOW

OPEN AND FULLY CLOSED POSITIONS (TYP).

CYLINDER STROKE IS DIVIDED EVENLY BETWEEN THE FULLY

IN THE FIELD, FOR EACH MITER GATE MACHINE, SO THE EXTRA

CALCULATED DIMENSIONS, EXACT LOCATION TO BE DETERMINED

BEFORE NEW MACHINERY IS PLACED IN OPERATION

MACHINERY RECESS DRAWINGS, CURE FOR 7 DAYS MINIMUM

PLACE 6000 PSI CONCRETE TO LIMITS SHOWN ON THE 10.

ALLOW FOR TEMPORARY GATE MACHINERY OPERATION.

DISCONNECT ROD CLEVIS AND SUPPORT AS REQUIRED TO 9.

REQUIRED.

RE-CHECK ALIGNMENTS AND RE-ADJUST AND LEVEL AS8.

TEST MACHINERY.

TEMPORARLY BRACE ANCHORAGE BASE AS REQUIRED AND7.

ALL BOLTS AND NUTS.

LEVEL ANCHORAGE FRAME, ADJUST ROD CLEVIS AND TORQUE6.

INSTALL ROD CLEVIS TO GATE STRUT PIN.5.

RING ASSEMBLY, BRACKETS, PINS, BOLTS, NUTS AND WASHERS.

INSTALL ANCHORAGE BASE, HYDRAULIC ACTUATOR AND CARDANIC4.

BOLT PATTERN TO ENSURE ALIGNMENT.

OR CAST IN PLACE. USE TEMPLATE OF ANCHORAGE BASE

INSTALL THREADED ANCHORS USING HIGH STRENGTH EPOXY3.

IN ACCORDANCE WITH GROUT REQUIREMENTS.

72" MINIMUM EMBEDMENT, HOLE DIAMETER SHALL BE SIZED

DRILL HOLES FOR 1•" THREADED ANCHOR RODS,2.

& A20/G17.

ANCHORAGE BASE DOWEL REINFORCING DETAILS SEE A20/G16

FOR CONCRETE AND REINFORCING DETAILS AND FOR1.

CYLINDER AND ANCHORAGE INSTALLATION PROCEDURE

GFM STANDS FOR GOVERNMENT FURNISHED MATERIAL.5.

THRU 20/71 FOR RIVER WALL

O37-LCH-20/67.1 FOR RIVER WALL. ALSO SEE REF DWG

A20/M23 FOR MIDDLE WALL AND A20/R26 THRU A20/R28

FOR MACHINERY RECESS DETAILS, SEE DWG'S A20/M21 THRU4.

FOR GATE LATCH DETAILS, SEE DWG'S A22/9 THRU A22/17.3.

SEE DWG'S A22/2 THRU A22/8.

FOR MITER GATE OPERATING MACHINERY DETAILS,2.

UPPER GATES SHOWN, DOWNSTREAM GATES ARE SIMILIAR.1.

NOTES:

B

C 22/10

PLANKING

RABBIT ANGLE FOR

BEAM (TYP)

PLANKING SUPPORT

GFM HANDRAIL

GFM WALKWAY

GFM STRUT PIN

(POWER UNIT NOT SHOWN)

NEW HYDRAULIC CYLINDER

(RECESS) POSITION

GFM MITER GATE IN OPEN

GREASE LINES (TYP)

CONCRETE

SECOND PLACEMENT

6,000 PSI

MACHINERY RECESS

BRACKETS

AND SUPPORT

NEW CARDANIC RING

NEW ROD CLEVIS

NEW ANCHORAGE BASE

DETAILS

SEE A20/G16 NOTE 3 FOR

1…" THREADED ANCHOR RODS

EL. 746.00

EL. 749.00

LC

GATE CONNECTION

CYLINDER AND

A A22/1

SECTION

SCALE: NONE

SLOPE

EL. 751±

EL. 747±

7. FOR ANCHROAGE BASE INSTALLATION DETAILS SEE A20/G16 & 20/G17.

O37-LCH-21/1 THRU 21/44.

6. FOR MITER GATE AND STRUT PIN DETALS SEE REF DWG'S

THRU 38/9.1 FOR RIVER WALL.

THRU A20/S8 FOR MIDDLE WALL AND REF DWG'S O37-LCH-38/1.1

5. FOR PLANKING AND SUPPORT BEAM DETAILS, SEE DWG'S A20/S1

RIVER WALL.

MIDDLE WALL AND REF DWG'S O37-LCH-20/67.1 THRU 20/71 FOR

4. FOR MACHINERY RECESS DETAILS, SEE DWG'S A20/M21 THRU A20/M23 FOR

3. FOR COMPONENT ASSEMBLY DETAILS SEE DWG. A22/3.

BASE AND MACHINERY ARE PROPERLY INSTALLED AND ADJUSTED.

2. SECOND PLACEMENT CONCRETE TO BE INSTALLED AFTER GATE

1. MITER GATES AND STRUT PINS ARE GOVERNMENT-FURNISHED.

NOTES:

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B

GREASE FITTING (TYP)

…" BUTTON HEAD

LINEAR DISPLACEMENT TRANSDUCER

INTERNAL TEMPOSONICS

MK A22/5-5

MK A22/4-2

MK A22/5-3

MK A22/5-1

MK A22/4-2

MK A22/6-7

(TYP. 8 PLACES)

HEAD BOLT WITH WASHERS

1•"-6 UNC-2A X 6" DEEP HEX

MK A22/5-3

MK A22/5-4

MK A22/4-1

MK A22/5-1

MK A22/5-3

MK A22/5-4

MK A22/6-4

MK A22/6-5

MK A22/6-7

DETAILS

SEE A20/G16 NOTE 3 FOR

1…" THREADED ANCHOR RODS

MK A22/6-4

HYDRAULIC ACTUATOR CYLINDER

MK A22/5-5 (TYP BOTH SIDES)

‚" BUTTON HEAD GREASE FITTING

MK A22/6-5

„" CLEARANCE MAX.

•"-13 UNC-2A X 1ƒ" DEEP

MK A22/5-1

MK A22/4-2

MK A22/5-3

MK A22/4-1

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B

SECTION

SCALE: 1"=1'-0"

A

SECTION

SCALE: 1"=1'-0"

SCALE: 1"=1'-0"

3 LEFT HAND UNITS (OPPOSITE HAND)

REQ'D 3 RIGHT HAND UNITS (AS SHOWN)

ASSEMBLY PLAN

7. FOR ANCHROAGE BASE INSTALLATION DETAILS SEE A20/G16 & 20/G17.

HELICAL SPRING LOCK WASHER.

7. LOCK WASHERS FOR TRUNNION PIN SHALL BE REGULAR

WASHERS SHALL COMPLY WITH ASTM F436 TYPE 3.

6. CARDANIC RING BRACKET ANCHOR BOLTS SHALL BE ASTM A449.

5. QUANTITY REQUIRED INCLUDES SPARE UNITS.

BETWEEN MOVING PARTS AND OTHER EQUIPMENT EXISTS.

4. THE CONTRACTOR SHALL VERIFY THAT NO INTERFERENCE

PARAGRAPH 4.4 OF AWS D1.1-90.

BY HEAT TREATMENT BEFORE MACHINING IN ACCORDANCE WITH

3. WELDMENTS REQUIRING MACHINING SHALL BE STRESS RELIEVED

AND TESTED PRIOR TO SHIPMENT.

2. GATE OPERATORS SHALL BE COMPLETELY SHOP ASSEMBLED

BE FURNISHED BY CONTRACTOR.

REQUIRED FOR FABRICATION OF GATE MACHINERY TO

DOWELS, SHIMS, GREASE FITTINGS, AND PIPE FITTINGS

1. ALL BOLTS, STUDS, NUTS, WASHERS, SCREWS, CAP SCREWS

6 PLACES

TYP BOTTOM

"32

2'-

"64

1'-

"16

1'-3

1'-6"

5"

"8

"4

1'-9

"8

2'-6

3'-0"

"4

3 "16

"16

1'-4

"4

1"MK A22/5-1

THRU FOR ASSEMBLY WITH

LINE BORE 5.0010" DIA

ANCHORAGE BASE AND

ASSEMBLE BRACKET ON

2"

2"

"2

3 "2

1" THICK P

6"7"

1'-1"

"16

3"16

10 10" "16

7"

1'-0"1'-0"

7'-0"

7'-7"

1 "4

"4

"4

6"1'-1"1'-1"3'-10"6"

3'-1"

8 4

1•"-6UNC-2B THRU

DRILL & TAP FOR

EQUALLY SPACED)

DEEP (TYP 6 HOLES

•"-13UNC-2B X 1…"

DRILL & TAP

X 1" DEEP

#10-24UNC-2B

DRILL & TAP

(TYP 6 PLACES)

DRILL 1Œ" DIA THRU

MK A22/5-4

1" THICK P

1" PLATE

1" PLATE

1" PLATE

1" PLATE

1" PLATE

"2

3"4

6 "2

6'-6 "4

6"2

6 PLACES

TYP TOP

DEEP, FIT CLASS LC1

AND C'BORE 9" DIA. X „"

BORE 5.688 DIA. THRU

6" 1'-5"

TYP 16 PLACES

1•"-6 UNC-2A BOLT

DRILL & TAP FOR

7'-7"

8'-2"

3'-1"1'-7"

4 "

"4

2'-8 "4

"2

3 "2

RT

TYP

CJP

RT

TYP

CJP

RT

TYP

CJP

RT

TYP

CJP

1' 2'0 6"

SCALE: 1•"=1'

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SCALE: 1•"=1'-0"

REQ'D 8 EST WT 1230 LBS EACH

MARK A22/4-2 MAT'L STRUCT. STEEL ASTM A36

CARDANIC RING BRACKET

SCALE: 1"=1'-0"

REQ'D 4 EST WT 2210 LBS EACH

MARK A22/4-1 MAT'L STURCT. STEEL ASTM A36

ANCHORAGE BASE

A

SECTION

SCALE: 1"=1'-0"

A N

C H

O R

A G

E B

A S

E A

N D R

IN

G B

R A

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E T

0 1" 2"

SCALE: 1"=1"

ANCHORAGE DURING SECONDARY PLACEMENT.

TO PREVENT CONCRETE INFILTRATION TO CARDANIC RING BRACKET

PROVIDE TEMPORARY 2•" LONG BOLTS FOR MARK A22/4-16.

FIT TOLERANCES ARE BASED ON ASME/ANSI B4.A STANDARDS5.

CODE SECTION VIII

THICKNESS AS PER 2010 ASME BOILER AND PRESSSURE VESSEL

CARDANIC RING SIZE IS BASED ON CALCULATED CYLINDER SHELL 4.

OF MITER GATE MACHINERY PLUS TWO SPARE HYDRAULIC ACTUATORS.

QUANTITIES SHOWN ARE REQUIRED TO SUPPLY FOUR COMPLETE SETS3.

WELDS DESIGNATED RT TO BE 100% RADIOGRAPHED2.

BREAK ALL SHARP CORNERS1.

NOTES:

"=1'-0"1•SCALE:

ANCHORAGE BASE CHAIR DETAIL

B

SECTION

SCALE: 1•"=1'-0"

B

LC

A

0.0000 0.0007

3"R

ALL PLATES 1" THICK UNLESS SPECIFIED

NOTE:

SCALE: •"=1'-0"

REQ'D 1 EST WT 1500 LBS EACH

MARK A22/4-3 MAT'L STRUCT. STEEL ASTM A572

ANCHORAGE BASE TEMPLATE

-.000

+.001

C

TYP

RT

TYP

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TYP

TYP

SECTION C

WEB PL

L

PLATE IS 1" THICK.

NOTE:

G

G

RT

TYP

CJP

G

G

Š

Š

Š

Š

"4

R …"

3" R (TYP)

4" R (TYP)

9"

3"2'-1"3"

"2

1'-6"

1'-0"

"4

.5

.0

MK. A22/5-2

RING PIN

OF PIN TO GREASE GROOVE

DRILL …" DIA FROM CENTER

"8

(TYP)

ˆ" X 45° CHAMFER

SEMICIRCULAR GREASE

.9

FITTING

…" BUTTON HEAD GREASE

AND TAP FOR …" NPT FOR

DRILL …" DIA COUNTER DRILL

A22/5-1

FIT W/ MK

8‚" B.C.

"4

"8

"8

GROOVE

THRU @ GREASE

DRILL …" DIA

10" O.D.

W/LW

DEEP HEX HD CAP SCREW

FOR •"-13UNC-2A X 1ƒ"

6 HOLES, EQUALLY SPACED

DRILL Œ" DIA. THUR (TYP)

ALL SHARP EDGES)

AROUND PINT (BREAK

GREASE GROOVE,

…" DIA SEMICIRCULAR

…" BUTTON HEAD GREASE FITTING

AND TAP FOR …" NPT FOR

DRILL …" DIA. COUNTER DRILL

„" CHAMFER

.0

R ¢" "64

1'-3

5.688

CHAMFER

9" O.D.

HOLE FOR #10-24UNC-2A BOLT

DRILL THRU COUNTERSUNK

TRUNNION

CYLINDER

W/ A22/4-2 AND

FIT CLASS LC1

(BREAK SHARP EDGES)

GROOVES, ‘"R

7" B.C.

& A22/5-2

FIT W/ A22/5-3

5.000 DIA BORE

2'-7"

TYP. 6)

SPACED (BOTH SIDES

DEEP HOLES EQUALLY

•"-13UNC-2B X 1ƒ"

DRILL AND TAP

8‚"

(TYP.)

PART A22/5-2

"8

A22/5-3.

THRU BOTH SIDES), FIT W/

BORE (INLINE4.992 DIA

8" B.C. „" 45° CHAMFER

"2

.7

.0

.1

.0

RECOMMENDATIONS

MACHINE TO MANUFACTURES

"O"-RING 3.850 I.D. X .210" W.

.157 ±.005 GROOVE FOR

GREASE FITTING

FOR‚" BUTTON HEAD

DRILL AND TAP …" NPT

D

IA

.157± .005

W/LW

DEEP HEX HD CAP SCREW

FOR•"-13 UNC-2A X 1ƒ"

6 HOLES, EQUALLY SPACED

DRILLŒ" DIA. THUR (TYP)

FIT TOLERANCES ARE BASED ON ASME/ANSI B4.A STANDARDS5.

CODE SECTION VIII

THICKNESS AS PER 2010 ASME BOILER AND PRESSSURE VESSEL

CARDANIC RING SIZE IS BASED ON CALCULATED CYLINDER SHELL 4.

OF MITER GATE MACHINERY PLUS TWO SPARE HYDRAULIC ACTUATORS.

QUANTITIES SHOWN ARE REQUIRED TO SUPPLY FOUR COMPLETE SETS3.

WELDS DESIGNATED RT TO BE 100% RADIOGRAPHED2.

BREAK ALL SHARP CORNERS1.

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T A

IL

S

E

L E

IS

U R

E

C A

R D

A N

IC

R

IN

G A

N D B

R A

C K

E T C

A P

RING PIN

TYP EACH

LC

LC LC

LC

LC

D

IA

T

Y P

T

Y P

(TYP)

T

Y P

-.000

+.001

"8

LC

SCALE: 3"=1'-0"

REQ'D 12 EST WT 50 LBS EACH

MARK A22/5-2 MAT'L FORGED STEEL ASTM A668 CL. K.

CARDANIC RING PIN

.0

.0

SCALE: 3"=1'-0"

REQ'D 12 EST WT 50 LBS EACH

MARK A22/5-3 MAT'L FORGED STEEL ASTM A668 CL. K.

TRUNNION PIN

LC "8

SCALE: 3"=1'-0"

REQ'D 24 EST WT 10 LBS EACH

MARK A22/5-4 MAT'L BRONZE ASTM B584 ALLOY 90500.

PIN BUSHING

.0007

.0000

0 3" 6"

SCALE: 3"=1'

1'1' 2'0 6"

SCALE: 1•"=1'

SCALE: 1•"=1'-0"

REQ'D 6 EST WT 992 LBS EACH

GRADE 105-85 ANNEALED

MARK A22/5-1 MAT'L CARBON STEEL ASTM A148

CARDANIC RING

D

B U

C C

IN

I s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

.0

.0

.0

.0

SIDES)

(TYP. BOTH

.0

.0

DEVELOPMENT

.0000

.0007

LC

SCALE: 3"=1'-0"

REQ'D 12 EST WT 11 LBS EACH

MARK A22/5-5 MAT'L STRUCT. STEEL ASTM A36

BRACKET CAP

‹" DIA THRU

2 HOLES DRILL

SLOTS

6 EQUAL SPACED

P 1‚"

PLACES

TYP 2

‚" R

GREASE FITTING

‚" BUTTON HEAD

DRILL & TAP FOR

8"-4UNS-2B

3"

5"

.2

10"

.6

.5

.5

.6

25.750

8.750

CORNERS)

R‚" (TYP

5.750 ±

9"

"16

†" R

"2

"4

FIT W/ A22/6-2

7"

…" X ƒ" HDLS BRONZE SET SCREW

WITH MK A22/6-2 IN PLACE FOR

DRILL & TAP…"-16NC-3,ƒ" DEEP

CHAMFER

BOLT PROVIDE CAP.

INCH LONG INSTALLATION EYE

& TAP FOR 1"-8UNC-2A X 1•"

DRILL 1" DIA. COUNTER DRILL

16.250 ±

5.750 ±

5.000 ±

MK A22/6-7

FIT W/

MK A22/6-1

FIT W/

"2

1 "2

4 "2

"32

SLOTS

6 EQUAL SPACED

2"

"8

PISTON ROD

8"-4 UNC-2B FOR

11"Ø

PISTON ROD

8"-4 UNC-2B FOR

"32 ƒ

"2

1"

.0

1" DEEP FOR A22/6-3

2-HOLES, DRILL–" TAP •"-13 UNC

"8

3"

11"

4'-0"

"4

SCALE: 3"=1'-0"

REQ'D 12 EST WT 3 LBS

MARK A22/6-3 MAT'L CARBON STEEL ASTM A36

KEEPER PLATE

0 3" 6"

SCALE: 3"=1'

1'

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A .d g n

.0

:1

J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

A22/6

D E

T A

IL

S

E

L E

IS

U R

E

0 3" 6"

SCALE: 3"=1'

1'

G A

T E C

O N

N E

C T

IO

N R

O D C

L E

V

IS

D

B U

C C

IN

I s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

RT = RADIOGRAPH TESTED

CJP = COMPLETE JOINT PENETRATION

= DEEPDP

= COUNTERBOREC'BORE

= DIAMETERDIA

= MINIMUMMIN

= TYPICALTYP

= LOCK WASHERLW

= REFERENCEREF

ABBREVIATIONS

MK A22/6-5 AND JAM NUT MK A22/6-4.

SPANNER WRENCH SHALL WORK WITH WEDGE NUT1.

NOTES:

L

SCALE: 3"=1'-0"

2 REQ'D EST WT 52 LBS

MARK A22/6-6 MAT'L ALLOY STEEL ASTM A514 GR.F

SPANNER WRENCH

A

SECTION

SCALE: 3"=1'-0"

A

.0

.0

.0

.0

.0

.0

R

R

SCALE: 3"=1'-0"

REQ'D 6 EST WT 670 LBS EACH

MARK A22/6-7 MAT'L CARBON STEEL ASTM A576

ROD CLEVIS

4Ÿ

R

5"R

.006

.000

SCALE: 3"=1'-0"

REQ'D 6 EST WT 86 LBS

MARK A22/6-1 ASTM 668, CLASS M

CLEVIS PIN

SCALE: 3"=1'-0"

REQ'D 6 EST WT 32 LBS

MARK A22/6-5 ASTM 668, CLASS K

WEDGE NUT

(TYP)

SCALE: 3"=1'-0"

REQ'D 6 EST WT 28 LBS

MARK A22/6-4 ASTM 668, CLASS K

JAM NUT

(TYP) 125

"2

6R

R

R

170°

R

SCALE: 3"=1'-0"

REQ'D 12 EST WT 6 LBS EACH

MARK A22/6-2 MAT'L ASTM B534 C9500

CLEVIS BUSHING

0.0000

0.0007

0.000

0.001

.0

.0

0.0000

0.0012

WITH AIR BLEED

CYLINDER MANIFOLDVALVE

BALANCE

COUNTER

16.50

PLUG

DRAIN

SIGHT GLASSES

OIL LEVEL

.0

182.00

0.38

.2

MAIN VALVE MANIFOLD

ELCTRO HYDRAULIC POWER UNIT

HYDRAULIC CYLINDER

CYLINDER ROD FULLY EXTENDED

"32

1'- 7'-6"

"2

1'-11

5"

SEALED FILL PLUG

(TYP)

LIFTING LUG

REMOVEABLE SECTIONS

76.50 105.50

69.00AIR BLEED

CYLINDER MANIFOLD WITH

VALVE

COUNTER BALANCE

0.75

12.00

C

A

.0

0.25 X 45°

SPACED

6 HOLES EQUALLY

0.50 DIA.-0.50 DEEP

LIFTING LUG

PRESSURE TEST TAP EXTEND

PRESSURE TEST TAP RETRACT

MK A22/5-4 (TYP)

"4

2'-

3'-5„" ƒ" P

•"6ƒ"

"8 7 9

ON HANDLE

BREAK ALL EDGES

X †" LG

R ˆ"

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

A22/7

D E

T A

IL

S

0 1' 2' 3'

SCALE: ƒ"=1'

4' 8'0 2'

SCALE: ‚"=1'

SCALE: ƒ"=1'-0"

END VIEW

WITH TRUNNION AND SUPPORTS

TO PROVIDE ADEQUATE CLEARANCE

SIZE AND SPACE SUPPORTS

CLOSING OPERATING PRESSURE: 550 PSI

OPENING OPERATING PRESSURE: 706 PSI

HEAD END RELIEF VALVE SETTING: 2350 PSI

ROD END RELIEF VALVE SETTING: 3490 PSI

E

L E

IS

U R

E

CHROME PLATED ROD (105 KSI YEILD)

ASTM A564 TYPE 630 CONDITION H1150

SEALED CAPTIVE AIR RESERVOIR

BI-ROTATIONAL GEAR PUMP

RELIEF VALVES

TWO SUCTION CHECK VALVES FOR INTERTIA

TWO ADJUSTABLE COUNTERBALANCE VALVES

TWO ADJUSTABLE INERTIA RELIEF VALVES

TWO PRESSURE TEST TAPS

TWO PILOT OPERATED CHECK VALVES

TWO LOAD HOLDING CHECK VALVES

TWO SUCTION CHECK VALVES

TWO ADJUSTABLE SPEED CONTROLS

TWO ADJUSTABLE PRESSURE CONTROLS

ADDITIONAL COMPONENTS:

GFM STANDS FOR GOVERNMENT FURNISHED MATERIALS.6.

AS SHOWN ON DWG A22/1, INCLUDES SPARES

AND 3 REQUIRED OPPOSITE HAND

3 HYDRAULIC ACTUATORS REQUIRED AS SHOWN5.

BREAK ALL SHARP EDGES.4.

FREE OF VIBRATION WHEN UNIT IS RUNNING.

PIPING ON ACTUATOR SHALL BE ADEQUATELY SUPPORTED AND3.

OF HYDRAULIC FLUID.

ADJUSTED AND FILLED WITH THE PROPER TYPE AND AMOUNT

UNITS TO BE SHIPPED FROM FACTORY COMPLETELY ASSEMBLED,2.

CYLINDER FEATURES ARE NOT SHOWN, SEE SPECIFICATIONS.

DETAILS OF SCRAPER, SEALS, BEARINGS, PISTON AND OTHER1.

NOTES:

H Y

D R

A U

L

IC

A

C T

U A

T O

R A

S S

E M

B L

Y

AND INVERTOR DUTY RATED:

SUBMERSIBLE, REVERSING,

360TY FRAME: 230/460/3/60:

30 HP: 1725 RPMMOTOR:

AW-22FLUID:

FEMALE TRUNNION, HORIZONTALMOUNTING:

8-4 UNC-2A MALE THREADROD END:

90 SECONDS/STROKESPEED RETRACT:

90 SECONDS/STROKESPEED EXTEND:

84,348 LBSOPERATING FORCE RETRACT:

73,191 LBSOPERATING FORCE EXTEND:

137.28 INCH (INCLUDING 3" RESERVE STROKE)ROD STROKE:

8.00 INCHROD DIAMETER:

14.00 INCHBORE DIAMETER:

SPECIFICATIONS:

SCALE: NONE

CYLINDER TRUNNION ARRANGEMENT

SCALE: ‚"=1'-0"

GENERAL ARRANGEMENT

STROKE EVENLY SPLIT

PROVIDE FULL GATE SWING WITH RESERVE

TO BE DETERMINDED BY MANUFACTURER TO

SCALE: ƒ"=1'-0"

PLAN VIEW

0 3" 6"

SCALE: 3"=1'

1'

L

SCALE: 3"=1'-0"

1 REQ'D EST WT 16 LBS

MARK A22/7-1 MAT'L ALLOY STEEL ASTM A514 GR.F

SPANNER WRENCH

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

R

4"R

R

14 15

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

A22/8

H Y

D R

A U

L

IC

S

Y S

T E

M

S C

H E

M A

T

IC

E

L E

IS

U R

E

SCALE: NONE

GENERAL HYDRAULIC SCHEMATIC

MOTOR - INVERTER DUTY REVERSIBLE11

ITEM QTY DESCRIPTION

COUPLING

PUMP - BI-DIRECTIONAL GEAR

MANIFOLD - RESERVOIR

PRESS CONTROL VALVE

CHECK VALVE - LOAD HOLDING

CHECK VALVE - PILOT OPERATED

FLOW CONTROL VALVE (SPEED)

INERTIAL RELIEF VALVE

CHECK VALVE

MANIFOLD - CYLINDER

COUNTERBALANCE VALVE

CYLINDER

SUCTION STRAINER

CHECK VALVE - SUCTION

RESERVOIR - SEALED CAPTIVE AIR

TEST PORT TAPS

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

NEW ACTUATOR

NEW UPPER LATCH ROD

NEW LOWER LATCH ROD

EXISTING MK A22/16-2

EXISTING MK A22/16-2

2'-0"

GRIND WELDS SMOOTH

63 MICROINCHES

HONE INSIDE TO

ASTM A312, TYPE 316

STAINLESS STEEL PIPE

EXISTING 6" SCH. 80

EXISTING MK A22/16-2

POSITION)

IN OPEN (RECESSED

MITER GATE SHOWN

EXISTING MK A22/15-1

NEW MK A22/16-1

NEW MK A22/17-5

EXISTING MK A22/16-1

NEW MK A22/17-5

EXISTING MK A22/16-2

EXISTING MK A22/17-2

NEW LATCH ROD

4'-6"

NEW ACTUATOR

TYPE 3 BOLTS WITH WASHER

EXISTING 1"-8UNC-2A X 9" LONG ASTM A325

0 1' 2'

SCALE: 1"=1'

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

A22/9

R /W A

U T

O M

A T

IC

G

A T

E L

A T

C H A

S S

E M

B L

Y

E L E

V A

T

IO

N A

N D S

E C

T

IO

N

E

L E

IS

U R

E

C A22/12

B

EL. 712.58 DOWNSTREAM

EL. 732.42 UPSTREAM

EL. 751±

EL. 747±

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

A22/1

SECTION

SCALE: 1"=1'-0" D

ELEVATION

SCALE: 1"=1'-0"

A A22/12

D

AS NOTED.

UPSTREAM SHOWN DOWNSTREAM SIMILAR EXCEPT3.

A20/S1-A20/S8, A20/S10, & A20/M47.

COORDINATE DWGS A22/9-A22/17 WITH DWGS2.

PARTS DETAILS.

SEE DWGS A22/15-A22/17 FOR ADDITIONAL1.

NOTES:

UPSTREAM & DOWNSTREAM

EL. 743.00

OF INSERT

FLUSH WITH TOP

GRIND 6" PIPE 4'-6"

2'-0"

NEW MK A22/16-1

NEW MK A22/16-1

NEW MK A22/16-1

NEW LOWER LATCH ROD

NEW UPPER LATCH ROD

NEW ACTUATOR (TYP)

NEW MK A22/17-5

NEW ACTUATOR

NEW MK A22/17-5

MK A22/15-6

NEW ACTUATOR SPACER

NEW LATCH PIN

EXISTING DOWNSTREAM

NEW MK A22/17-2

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/16-2

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/15-1

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/16-2

EXISTING DOWNSTREAM

GRIND WELDS SMOOTH

TO 63 MICROINCHES,

TYPE 316 HONE INSIDE

STEEL PIPE ASTM A312,

SCH. 80 STAINLESS

NEW UPSTREAM 6"

REQ'D: 12

TYPE 3 BOLTS WITH WASHER

1"-8UNC-2A X 9" LONG ASTM A325

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/15-1

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/15-1

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

M /W A

U T

O M

A T

IC

G

A T

E L

A T

C H A

S S

E M

B L

Y

D

ELEVATION

SCALE: 1"=1'-0"

A A22/13

D

B A22/13

E

L E

IS

U R

E

A22/10

C A22/1

SECTION

SCALE: 1"=1'-0"

R

IV

E R S

ID

E E

L E

V A

T

IO

N A

N D S

E C

T

IO

N

AS NOTED.

UPSTREAM SHOWN DOWNSTREAM SIMILAR EXCEPT3.

A20/S1-A20/S8, A20/S10, & A20/M47

COORDINATE DWGS A22/9-A22/17 WITH DWGS2.

PARTS DETAILS.

SEE DWGS A22/15-A22/17 FOR ADDITIONAL 1.

NOTES:

UPSTREAM & DOWNSTREAM

EL. 743.00

EL. 712.58 DOWNSTREAM

EL. 732.42 UPSTREAM GATES

EL. 751±

EL. 747±

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

2'-0"FUTURE ACTUATOR (TYP)

FUTURE UPPER LATCH ROD

FUTURE LOWER LATCH ROD

FUTURE MITER GATE

WITH TOP OF INSERT

GRIND 6" PIPE FLUSH

INSTALLED

BE SUPPLIED BUT NOT

NEW MK A22/17-5 SHALL

FUTURE ACTUATOR

4'-6"

FUTURE LOWER LATCH ROD

EXISTING DOWNSTREAM

GRIND WELDS SMOOTH

63 MICROINCHES,

HONE INSIDE TO

ASTM A312, TYPE 316

STAINLESS STEEL PIPE

NEW UPSTREAM 6" SCH. 80

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/15-1

FUTURE DOWNSTREAM

NEW UPSTREAM MK A22/15-1

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/16-2

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/15-4

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/15-5

MK A22/15-6

FUTURE ACTUATOR SPACER

FUTURE MK A22/17-1

MK A22/16-1

FUTURE UPPER LATCH ROD

FUTURE DOWNSTREAM

MK A22/16-2, AND MK A22/17-5

NEW UPSTREAM MK A22/15-1,

FUTURE DOWNSTREAM

NEW UPSTREAM MK A22/15-1

12 REQ'D

1"-8UNC-2A X 8" LONG ASTM A325 TYPE 3

D

EL. 712.58 DOWNSTREAM

EL. 732.42 UPSTREAM

UPSTREAM & DOWNSTREAM

EL. 743.00

EL. 751±

EL. 747±

A22/14

B

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

M /W A

U T

O M

A T

IC

G

A T

E L

A T

C H A

S S

E M

B L

Y

E

L E

IS

U R

E

A22/11

L A

N D S

ID

E E

L E

V A

T

IO

N A

N D S

E C

T

IO

N

D

ELEVATION

SCALE: 1"=1'-0"

A A22/14

B A22/1

SECTION

SCALE: 1"=1'-0"

AS NOTED.

UPSTREAM SHOWN DOWNSTREAM SIMILAR EXCEPT3.

A20/S1-A20/S8, A20/S10, & A20/M47

COORDINATE DWGS WITH A22/11-A22/17 WITH DWGS2.

PARTS DETAILS.

SEE DWGS A22/15 - A22/17 FOR ADDITIONAL 1.

NOTES:

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

EXISTING RECESS

FRONT PANEL

EXISTING RECESS

THRUST UNIT (TYP)

ACTUATOR WITH LINEAR

NEW SUBMERSIBLE ELECTRIC

IN RECESS POSITION

GFM MITER GATE

NEW MK A22/17-5

LINEAR THRUST UNIT

ELECTRIC ACTUATOR WITH

NEW SUBMERSIBLE

1'-0"

2'-6"

EXISTING PLANKING

MK A22/15-6

NEW ACTUATOR SPACER

MK A22/15-4

EXISTING ANGLE FRAME

MK A22/17-1

NEW UPPER LATCH ROD

MK A22/16-1

NEW LATCH PIN

1' 2'0 6"

SCALE: 1•"=1'

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

R /W A

U T

O M

A T

IC

G

A T

E L

A T

C H

E S

S E

C T

IO

N S

E

L E

IS

U R

E

A22/12

A A22/9

SECTION

SCALE: 1"=1'-0" C

A22/9

SECTION

SCALE: 1•"=1'-0"

AS NOTED.

3. UPSTREAM SHOWN DOWNSTREAM SIMILAR EXCEPT

DETAILS

2. SEE DWG A20/S5 FOR PLANKING AND GRATING

PARTS DETAILS

1. SEE DWGS A22/15-A22/17 FOR ADDITIONAL

NOTES:

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

EL. 751±

EL. 747±

EXISTING DOWNSTREAM

NEW UPSTREAM RECESS

LINEAR THRUST UNIT

ELECTRIC ACTUATOR WITH

NEW SUBMERSIBLE

EXISTING DOWNSTREAM

NEW UPSTREAM PLANKING

1'-0"

2'-6"

MK A22/16-1

NEW LATCH PIN

MK A22/17-1

NEW UPPER LATCH ROD

MK A22/15-6

NEW ACTUATOR SPACER

MK A22/15-4

NEW ANGLE FRAME

IN RECESS POSITION

GFM MITER GATE

THRUST UNIT (TYP)

ACTUATOR WITH LINEAR

NEW SUBMERSIBLE ELECTRIC DOWNSTREAM EXISTING

NEW UPSTREAM MK A22/17-5

PANEL EXISTING DOWNSTREAM

NEW UPSTREAM RECESS FRONT

EL. 747±

B A22/10

SECTION

SCALE: 1•"=1'-0"

A A22/10

SECTION

SCALE: 1"=1'-0"

EL. 751±

1' 2'0 6"

SCALE: 1•"=1'

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

M /W A

U T

O M

A T

IC

G

A T

E L

A T

C H

E S

R

IV

E R S

ID

E S

E C

T

IO

N S

E

L E

IS

U R

E

A22/13

AS NOTED.

3. UPSTREAM SHOWN DOWNSTREAM SIMILAR EXCEPT

DETAILS

2. SEE DWG A20/S5 FOR PLANKING AND GRATING

PARTS DETAILS

1. SEE DWGS A22/15-A22/17 FOR ADDITIONAL

NOTES:

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

EXISTING DOWNSTREAM

NEW UPSTREAM RECESS

PANEL DOWNSTREAM EXISTING

NEW UPSTREAM RECESS FRONT

1'-0"

2'-6"

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/15-4

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/15-5

LINEAR THRUST UNIT

ELECTRIC ACTUATOR WITH

FUTURE SUBMERSIBLE

FUTURE MK A22/15-6

FUTURE MK A22/17-1

FUTURE MK A22/16-1

EXISTING DOWNSTREAM

NEW UPSTREAM MK A22/15-5

DOWNSTREAM EXISTING

NEW UPSTREAM PLANKING

EL. 751±

EL. 747±

A A22/11

SECTION

SCALE: 1"=1'-0"

AS NOTED.

3. UPSTREAM SHOWN DOWNSTREAM SIMILAR EXCEPT

DETAILS

2. SEE DWG A20/S5 FOR PLANKING AND GRATING

PARTS DETAILS.

SEE DWGS A22/15-A22/17 FOR ADDITIONAL1.

NOTES:

1' 2'0 6"

SCALE: 1•"=1'

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

M /W A

U T

O M

A T

IC

G

A T

E L

A T

C H

E S

E

L E

IS

U R

E

C A22/11

SECTION

SCALE: 1•"=1'-0"

A22/14

L A

N D S

ID

E S

E C

T

IO

N S s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

TO BE EMBEDDED IN CONCRETE

FOR �" ANCHOR BOLTS - BOLTS

�" DIAMETER HOLE, 4 PLACES

"4

11"

8"

3’-0"

1’-6"

6" 6"

1’-8" PLATE 1�" X 2O" X 2’-4"

BAR 6" X 11" X 1’-8"

FOR 1 " BOLTS (6 PLACES)

1�" DIAMETER HOLES

PLATE 1�" X 36" X 2’-4"

ACTUATOR

TO ASSURE EVEN BEARING

ANGLES IN THE SAME PLANE

4�" I.D.

5�" O.D.

"8

PLATE

�" THICK

D

IA

THREAD LOCKER

SET SCREW, USE RED

STAINLESS STEEL,

SELF-LOCKING,

�"-20UNC HEX. SOCKET,

DRILL AND TAP FOR

ANGLE FRAME

STEEL PIPE FLUSH WITH BOTTOM OF

SET TOP OF 6" SCH. 80 STAINLESS

FLAT WASHER

STAINLESS STEEL BOLT WITH

FRAME ANCHOR, �" DIA X 4" LONG

(16 REQ’D)

WASHER AND HEX NUT

ANCHOR BOLT WITH FLAT

STEEL F593 (316)

�" DIA X 10" STAINLESS

MK A22/15-2

MK A22/15-4

MK A22/15-5

LATCH RETRACTED

POSITION WITH

MK A22/16-3 & A22/17-1

MK A22/17-2

TREAD LOCKER

TIP, STAINLESS STEEL SET SCREW, USE RED

�" HEX SOCKET HEAD DOG POINT, BRASS

OR A22/17-1

MK A22/16-3 (SHOWN)

A N

G L

E S

L

1�"

11�" B. TO B. ANGLES

STEEL APPROX. 5 LBS REQ’D 4

MATERIAL: TYPE 304 STAINLESS

FRAME, L �" X 1" X 1 "

STAINLESS STEEL ANGLE

MK A22/15-4

MK A22/15-5

RECOMMENDATION

MANUFACTURER’S

SPACING PER ACTUATOR

ACTUATOR MOUNTING BOLT

"8

RECOMMENDATION

TO MATCH MANUFACTURER’S

ACTUATOR HOLE SPACING

3"

TYP 6 LOCATIONS

�" HOLE

"4

4 "4

41�"

SCALE: 3"=1’-0"

REQ’D 16

WEIGHT: 2LBS APPROX.

MARK A22/15-3 MAT’L BRONZE UNS C16400

ROD GUIDE

SCALE: 3"=1’-0"

REQ’D 6

WEIGHT: 2LBS APPROX.

MARK A22/15-2 MAT’L BRONZE UNS C90500

GUIDE BUSHING

SCALE: 3"=1’-0"

REQ’D 8

WEIGHT: 15LBS APPROX.

MARK A22/15-6 MAT’L ASTM A276, TYPE 316 STAINLESS STEEL

ACTUATOR SPACER

M O

U N

T

IN

G

A T

E

S

Q U

A R

E

3"R

TYP

0 3" 6"

SCALE: 3"=1’

1’1’ 2’0 6"

SCALE: 1�"=1’

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D R

S T

M A

Y

:2

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

A U

T O

M A

T

IC

G

A T

E L

A T

C H

E S

D E

T A

IL

S

PLAN

SIDE VIEW

FRONT VIEW

SECTION

SCALE: 3"=1’-0"

SECTIONAL PLAN

L E

IS

U R

E

TYP

TYP

TYP

A22/15

R E

C O

M M

E N

D A

T

IO

N

P

T U

A T

N U

F A

C T

U R

E R

S

L E

N G

Y

D J

U S

T E

D

D

IM

E N

S

IO

IR

E R

A L

L

L E

N G

T

S

IS

SCALE: 1�" = 1’-0"

REQ’D 3

WEIGHT: 900LBS APPROX.

PLATES: STRUCT. STEEL, ASTM A36

MARK A22/15-1 MAT’L BAR: CAST STEEL, ASTM A27, GRADE 60-30

LATCH DEVICE INSERT

SCALE: 3"=1’-0"

REQ’D 4

WEIGHT: 25LBS APPROX.

S30403 TYPE STAINLESS STEEL

MARK A22/15-5 PLATE ASTM 240,

TEMPORARY COVER PLATE

INSTALLED AT MONOLITH M-3.

OTHER GFM GATE LATCH EMBEDMENT SHALL BE

DRAWING A20/M48 FOR INSTALLATION DETAILS. THE

SHALL BE INSTALLED AT MONOLITH M-23 - SEE

MATERIAL (GFM). ONE GFM GATE LATCH EMBEDMENT

LATCH EMBEDMENTS WILL BE GOVERNMENT FURNISHED

INSTALLATION AT MONOLITH M-3. TWO (2) GATE

MK A22/16-2) ARE REQUIRED TO BE FABRICATED FOR

THREE (3) GATE LATCH EMBEDMENTS (MK A22/15-1 AND 2.

BOTH SIDES OF THE MIDDLE WALL MONOLITHS.

QUANTITIES SHOWN INCLUDE COMPONENTS REQUIRED FOR 1.

NOTES:

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

A

-0.010

+0.010

DIA

MK A22/15-1

FN1 FIT WITH

"8

"8

FOR SET SCREW

DRILL AND TAP PIPE

PLATE 1" X 3" X 3’-0"

PLATE 1" X 3"

1" X 36" X 3’-6"

BASE PLATE

2’-8"

6"6"

23" X 2’-8"

BAR 12�" X

PLATE

�" STIFF.1’-6"

3’-0"

2-11 NPT

2-11 NPT

BOTTOM OF ROD)

ALL EDGES AT

�" R. (TYPICAL

EACH END)

O.D. OF PIPE (TYPICAL

WELDS GROUND FLUSH WITH

WELDED IN PLACE AND

DOWELS TO BE PLUG

"STAINLESS STEEL DOWELS,

DRILL THRU AND INSTALL

DEEP

WIDE X �"

DRAIN. 1"

SEMI-CIRCULAR

1"

4.500"

1"

PLATE 1" X 3 " X 3’-4"

BASE PLATE 1" X 36 " X 3’-6"

PLATE

�" STIFFENER

PLATE �" X 23" X 2’-10"

1"

3"

2’-0""8

1’-2

2-11 NPT

2-11 NPT

2"

(TYPICAL EACH END)

WITH O.D. OF PIPE

AND WELDS GROUND FLUSH

PLUG WELDED IN PLACE

DOWELS. DOWELS TO BE

�" STAINLESS STEEL

DRILL THRU AND INSTALL

INSTALLING

ANTI-SIEZE LUBRICANT BEFORE

ROD, COAT THREADS WITH

TYPE 304 STAINLESS STEEL

MANUFACTURER’S RECOMMENDATION;

DRILL AND TAP PER ACTUATOR

1’-11" X 2’-8"

BAR 12�" X

THREAD LOCKER

STEEL SET SCREW, USE RED

POINT, BRASS TIP, STAINLESS

�" HEX. SOCK HEAD, DOG

DRILL AND TAP �"-20UNC FOR

UNC-2B X 2�" DEEP

DRILL & TAP 1’-8"

23" X 2’-10"

PLATE 1" X

MK A22/17-3

MK A22/16-1

MK A22/16-5

SEE LOWER LATCH ROD SECTION,

MK A22/17-4

MK A22/16-4

MK A22/16-3

32 REQ’D

98900A334 OR EQUAL

MCMASTER-CARR NO.

FINISHED, FLAT WASHERS,

JUMBO, HIGH-STRENGTH,

2�" 18-8 STAINLESS STEEL,

S T

R E

K

"8

16 REQ’D

SPACED AT 5’-0" INTERVALS

FOR LOWER LATCH ROD.

SEE MK A22/15-3 REQUIRED

1"

2" 2"

ON MK A22/16-3

TO MATCH HOLE

"2

PLATE

STIFFENER

END VIEW

FRONT VIEW

SECTION

SCALE: 3"=1’-0"

A

SCALE: 3"=1’-0"

LOWER LATCH ROD ASSEMBLY

A T

C S

A T

S P

C S

A T

C S

Q ’D

F

W

T C

H

-0.010

+0.010

4 PLACES

TACK WELD,

DIA

TYP

G

TYP

TYP

TYP

SCALE: 3"=1’-0"

REQ’D 8

17-4 PH COND. 1075 WEIGHT: 165LBS APPROX.

MARK A22/16-1 MAT’L STAINLESS STEEL,

LATCH PIN

SCALE: 3"=1’-0"

REQ’D 4

WEIGHT: 93LBS APPROX.

MARK A22/16-4 MAT’L ASTM A312, TYPE 316 2" PIPE, SCH. 80

MIDDLE ROD SECTION

LOWER LATCH

SCALE: 1"=1’-0"

3 REQ’D

WEIGHT: 3850 LBS APPROX.

PLATES; STRUCT. STEEL, ASTM A36

MARK A22/16-2 MAT’L BAR; CAST STEEL, ASTM A27, GRADE 60-30

LATCH DEVICE MOUNT

SCALE: 3"=1’-0"

4 REQ’D

TYPE 316 2" PIPE SCH 80, WEIGHT: 42LBS APPROX.

MARK A22/16-3 MAT’L ASTM A312,

LOWER LATCH TOP ROD SECTION

SCALE: 3"=1’-0"

REQ’D 2

WEIGHT: 5LBS APPROX.

MARK A22/16-7 TYPE 304 STAINLESS STEEL

EYE HOOK

SCALE: 3"=1’-0"

2 REQ’D UPSTREAM 2 REQ’D DOWNSTREAM

WEIGHT: UPSTREAM 60LBS, DOWNSTREAM 61LBS APPROX.

MAT’L ASTM A312, TYPE 316 2" PIPE, SCH. 80

MARK A22/16-5 UPSTREAM, MARK 16-6 DOWNSTREAM

LOWER LATCH BOTTOM ROD SECTION

INSTALLED AT MONOLITH M-3.

GFM GATE LATCH EMBEDMENT SHALL BE

A20/M48 FOR INSTALLATION DETAILS. THE OTHER

INSTALLED AT MONOLITH M-23 - SEE DRAWING

GFM GATE LATCH EMBEDMENT SHALL BE

GOVERNMENT FURNISHED MATERIAL (GFM). ONE

M-3. TWO (2) GATE LATCH EMBEDMENTS WILL BE

BE FABRICATED FOR INSTALLATION AT MONOLITH

A22/15-1 AND MK A22/16-2) ARE REQUIRED TO

THREE (3) GATE LATCH EMBEDMENTS (MK 2.

MONOLITHS.

REQUIRED FOR BOTH SIDES OF THE MIDDLE WALL

QUANTITIES SHOWN INCLUDE COMPONENTS 1.

NOTES:

0 1’ 2’

SCALE: 1"=1’

W N

S T

R E

K

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D R

S T

M A

Y

:2

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

A U

T O

M A

T

IC

G

A T

E L

A T

C H

E S

D E

T A

IL

S

E

L E

IS

U R

E

0 3" 6"

SCALE: 3"=1’

1’

A22/16

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

INSTALLING

ANTI-SIEZE LUBRICANT BEFORE

ROD, COAT THREADS WITH

TYPE 304 STAINLESS STEEL

MANUFACTURER’S RECOMMENDATION;

DRILL AND TAP PER ACTUATOR

GIRDER WEB

1�" HOLES FOR 1�" RODS

7" 7"

"8

2-11 NPT

2.895"

(TYPICAL EACH END)

WITH O.D. OF PIPE

AND WELDS GROUND FLUSH

PLUG WELDED IN PLACE

DOWELS. DOWELS TO BE

�" STAINLESS STEEL

DRILL THRU AND INSTALL

"2

"2

TO BE IMBEDDED IN CONCRETE

FOR �" ANCHOR BOLTS - BOLTS

�" DIAMETER HOLE, 4 PLACES

IN MOUNTING PLATE

2�" DIAMETER HOLE

"4

11"

ROD GUIDE

1�" X 3’-6" RODS

SHIM AS REQ

1" PLATE

4"4"1" PLATE

1" PLATE

"4

2"4

"4

3 3�"7" 7"

U.S. GIRDER FLANGE

SHIM AS REQUIRED

1" PLATE

2’-0"

1"

MANUFACTERERS REQUIREMENTS

DRILL AND TAP PER ACTUATOR

ACTUATOR BASE

LINEAR THRUST UNIT

STEEL SET SCREW

LOCKING. STAINLESS

SOCKET, SELF

�"-20UNC HEX

DRILL AND TAP FOR

THREAD LOCKER

STEEL SET SCREW, USE RED

POINT, BRASS TIP, STAINLESS

�" HEX. SOCK HEAD, DOG

DRILL AND TAP �"-20UNC FOR

GATE SKIN PLATE

GATE SKIN PLATE

7" 9" 7"

GFM MITER GATE, NIC

MITER GATES, NIC

MOUNTING DETAILS IN GFM

1" X 3�" X 11" PL

1" X 8" PLATE

P 1" X 10" X 24"

PL, AND PLATES TO PASS RODS.

HOLES IN U.S. GIRDER FLANGE, SKIN

ASTM F436 WASHER. DRILL 1�" DIA.

4 REQUIRED FOR EACH LATCH WITH

NUTS SHALL CONFORM TO ASTM A194.

ASTM A193 GRADE B7, PLAIN FINISH.

1�" DIA 7UNC X 3’-6" RODS

THREADED ROD PER ASME 18.31.3

2-11 NPT

"8

21/8, 21/11.

O37-LCH-21/1,

SEE REF DWGS

MITER GATES,

AREA ON GFM

MOUNTING

EXISTING LATCH

"2

"8

2"

ONLY

FOR LOWER LATCH ASSEMBLY

TO 63 MICROINCH FINISH

SCH. 80 PIPE, HONE INSIDE

A312, TYPE 316 SEAMLESS

3" STAINLESS STEEL ASTM

"32

TYP

-0.004

+0.000

A T

S P

C

-SCALE: 1"=1’-0"

RECESS LATCH SECTION

A

B

B

-SCALE: 1"=1’-0"

EXISTING BOLT BEARING PATTERN

LC DIAPHRAGM

TYP

WELD

SEAL

LC LC

LC

LC

FUTURE LATCH ROD, NICLC

L

MANUFACTURER’S RECOMMENDATION

AS REQUIRED PER ACTUATOR

SPOTFACE MOUNTING PLATE

SCALE: 3"=1’-0"

REQ’D 4

WEIGHT: 6 LBS APPROX.

MARK A22/17-1 ASTM 312, TYPE 316, 2" PIPE

UPPER LATCH ROD

SCALE: 6"=1’-0"

REQ’D 4

WEIGHT: 2LBS APPROX.

MARK A22/17-3 MAT’L BRONZE UNS C16400

ROD GUIDE

SCALE: 1"=1’-0"

4 REQ’D

WEIGHT: 420 LBS APPROX.

MARK A22/17-5 STRUCT. STEEL

RECESS LATCH PLAN

MITER GATES - SEE REFERENCE DRAWING 22/17

MATERIAL (GFM) TO BE INSTALLED ON THE LOWER

LATCHES WILL BE GOVERNMENT FURNISHED

ON THE UPPER MITER GATES. FOUR (4) RECESS

REQUIRED TO BE FABRICATED FOR INSTALLATION

FOUR (4) RECESS LATCHES (MK A22/17-5) ARE 3.

MATERIAL, NIC STANDS FOR NOT IN CONTRACT.

GFM STANDS FOR GOVERNMENT FURNISHED 2.

MONOLITHS.

REQUIRED FOR BOTH SIDES OF THE MIDDLE WALL

QUANTITIES SHOWN INCLUDE COMPONENTS 1.

NOTES:

P W

P :d m s

A O

L

C H

A .d g n

H

T S

D R

S T

M A

Y

:2

A O

L

C H

A .d g n

.0

:1

D A

C C

IN

I J

L O

W E

G A

T E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

A U

T O

M A

T

IC

G

A T

E L

A T

C H

E S

D E

T A

IL

S

E

L E

IS

U R

E

0 1" 2"

SCALE: 1"=1"

0 3"1"

SCALE: 6"=1’

6"

TYP

TYP

TYP

TYP

TYP

0 3" 6"

SCALE: 3"=1’

1’

A22/17

SCALE: 6"=1’-0"

WEIGHT: 2 LBS APPROX. REQ’D 8

MARK A22/17-4 ASTM A312, TYPE 316

SECTION LATCH ROD

SCALE: 6"=1’-0"

4 REQ’D W/ ROD GUIDE 4 REQ’D W/O ROD GUIDE

WEIGHT: 59 LBS APPROX.

PLATE, ASTM A 276, TYPE 316 STAINLESS STEEL

HONE I.D. TO 63 MICROINCHES, GRIND WELD SMOOTH

MARK A22/17-2 MAT’L TUBING, ASTM A312 TYPE 316,

CYLINDER MOUNTING PLATE AND ROD GUIDE

SECTION ELEVATION

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

TYP

P W

P :d m s

A O

L

C H

A

.d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A

.d g n

.0

:1

A27/1

E

L E

IS

U R

E

J

IM

W E

D

B U

C C

IN

I

P

IP

IN

G

P

IP

IN

G A

B B

R E

V

IA

T

IO

N S

S Y

M B

O L S A

N D G

E N

E R

A L N

O T

E S s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

A

WS

S

WA

HS HS

EJ

AA

WATER AND AIR STATION

EXPANSION JOINT

SIDE OF DOWNSTREAM MITER SILL BELOW MITER OF GATES

MITER BUBBLER, •" NOZZLE, LOCATED ON UPSTREAM

HOSE STATION

400 GAL AIR RECEIVER

FLUSHERS APPROACH CURTAIN

GATE RECESS OR LOCK CHAMBER GATE RECESS

AIR WHISTLE (MOUNTED ON MIDDLE WALL SHELTERS)

GATE PINTLE, 1' OFF BOTTOM OF GATE SILL

QUOIN FLUSHER, •" NOZZLE, 3' UPSTREAM FROM

ALCOHOL FEEDER

SOLENOID VALVE

WATER HOSE VALVES W/CAP OR PLUG

THREADED PIPE PLUG

SERVICE WATER LINE

AIR LINE

W

D

SLEEVE COUPLING

CHECK VALVE

FLANGED PIPE JOINT

EXPOSED HIDDEN PIPE

WATER

DRAIN

REDUCER

EMBEDDED PIPE

GLOBE VALVE

GATE VALVE

TEE TURNED DOWN

TEE TURNED UP

ELBOW TURNED DOWN

ELBOW TURNED UP

SYMBOLS

PRESSURE REDUCING VALVE

FLOW DIRECTION

AIR RELEASE & VACUUM VALVE

PLACEMENT TO ALLOW FOR CONNECTION OF ADDITIONAL PIPE.

LENGTH OF PIPE SHALL EXTEND BEYOND THE CONCRETE

CONNECTED TO THE PREVIOUS INSTALLED PIPE. A SUFFICIENT

WHEN AN ADDITIONAL PIPE IS NOT IMMEDIATELY BEING

WATER, MUD AND DEBRIS FROM ENTERING THE PIPES

ALL PIPING SHALL BE CAPPED OR PLUGGED TO PREVENT8.

- LOUVERL

- INVERTINV.

- INSIDE DIAMETERI.D.

- HOSE STATIONHS

- GALVANIZEDGALV

- GAUGEGA

- FORCE MAINFM

- FINISHFIN.

- FLOOR DRAINFD

- EQUIPMENTEQUIP

- EMBEDMENTEMBED

- ELECTRICELEC.

- ELEVATIONEL

- EXHAUST FANEF

- DEWATERING SUCTIONDWS

- DEWATERING PUMPDWP

- DRAWINGDWG

- DEWATERING DISCHARGEDWD

- DIAMETERDIA.

- CONCRETECONC.

- CLEARANCECLR

- CUBIC FEET PER MINUTECFM

- AMERICAN SOCIETY FOR TESTING & MATERIALSASTM

- AIRA

ABBREVATIONS:

- TOTAL DYNAMIC HEADTDH

- THREADEDTHD

- TOTALLY ENCLOSED, FAN COOLEDTEFC

- TOP OFT/

- SERVICE WATER PUMPSWP

- SOCKET WELDSW

- STAINLESS STEELST STL

- STANDARDSTD

- STATIONSTA.

- SQUARE FOOTSQ. FT.

- SUMP OR SEWAGE PUMPSP

- SCREWEDSCR'D

- SCHEDULESCH

- REFERENCEREF

- RADIUSRAD

- POLYVINYL CHLORIDEPVC

- POUNDS PER SQUARE INCHPSI

- OUTSIDE DIAMETERO.D.

- ON CENTER EACH WAYO.C.E.W.

- NON RISING STEMNRS

- NATIONAL PIPE THREADNPT

- NOMINALNOM

- MINIMUMMIN.

- MECHANICALMECH

- WATER & AIR STATIONWA

- WITHW/

- WATERW

- UNIT HEATERUH

- TYPICALTYP.

V

MATERIAL AND MEDIA BEING TRANSPORTED.

EXPANSION JOINTS SHALL BE COMPATIBLE WITH PIPING7.

METALS AND PIPING.

INSOLATORS SHALL BE PROVIDED BETWEEN DISSIMILAR6.

HANGERS.

SHALL BE CONTINUOUS THROUGH PIPE SLEEVES AND

INSULATION, INSULATION JACKET, AND HEAT TRACE5.

FOR PIPE SUPPORT DETAIL SEE SHEET A27/24.4.

ENABLE COMPLETE DRAINAGE OF PIPING SYSTEM.

AIR AND SERVICE WATER PIPING SHALL BE INSTALLED TO 3.

UNLESS OTHERWISE SHOWN.

THREADED. ALL SERVICE WATER PIPING SHALL BE THREADED

SHALL HAVE WELDED JOINTS AND ALL OTHERS SHALL BE

ALL EMBEDDED OR DIRECT BURIED COMPRESSED AIR PIPING2.

UNLESS NOTED OTHERWISE.

BE SCH. 40, ASTM A312, GRADE TP 304L STAINLESS STEEL

ALL COMPRESSED AIR AND SERVICE WATER PIPING TO 1.

GENERAL NOTES:

MIDDLE WALL

ORIGINAL

SERVICE WATER PUMP PIT

SEWAGE FORCE MAIN

TIE IN POINT FOR NEW

TOWER

SIDE OF FOOTBRIDGE TO CONTROL

FORCE MAIN LOCATED ON DOWNSTREAM

NEW AIR, POTABLE WATER AND SEWAGE

CONTROL SHELTER

NEW UPSTREAM

CONTROL SHELTER

NEW DOWNSTREAM

BRIDGE

DAM SERVICE

NEW MIDDLE WALL

NEW CONTROL TOWER

OPERATIONS BUILDING

SERVICE BUILDING

FOOTBRIDGE

NEW FOOTBRIDGE

DAM PIER

LAND WALL POWERHOUSE

POTABLE WATER LINE

TIE IN LOCATION FOR NEW

FOOTBRIDGE ACCESS TOWER

NEW AIR COMPRESSOR

IN TRENCH UNDER ESPLANADE

NEW AIR LINE INSTALLED

LAND WALL GALLERY

NEW AIR LINE ROUTED THROUGH

EXISTING RIVER WALL

LAND WALL

EXISTING

ESPLANADE

P W

P :d m s

A O

L

C H

A

.d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A

.d g n

.0

:1

A27/2

E

L E

IS

U R

E

W E

D

B U

C C

IN

I

80'0 40'

SCALE: 1"=40'

FLOW

FLOW

NEW RIVER CHAMBER

LAND CHAMBER

MONONGAHELA RIVER

SCALE: 1"=40'

LOCK WALLS PLAN - OVERALL

UPPER AND LOWER GUARD WALLS NOT SHOWN.2.

ALL IS EXISTING UNLESS OTHERWISE NOTED.1.

NOTES:

P

IP

IN

G

P L

A N

O V

E R

A L L L

O C

K W

A L L

N s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

80'0 40'

SCALE: 1"=40'

FLOW

FLOW

SCALE: 1"=40'

LOCK WALLS PLAN - OVERALL

UPPER AND LOWER GUARD WALLS NOT SHOWN.2.

ALL IS EXISTING UNLESS OTHERWISE NOTED.1.

NOTES:

T

T

M

MITER BUBBLER

3"

3" ƒ" A

ADJUSTABLE RELIEF VALVE

4"

DRAIN

4"

4"

DRAIN WITH PLUG 4"

3"

4"

4"

4"

4" 3"

FUTURE EXTENSION

THREADED PIPE PLUG FOR

RECESS FLUSHERS

MIDDLE WALL GATE

FUTURE EXTENSION

THREADED PIPE PLUG FOR

4"

3"

TOWER

LANDWALL ACCESS

AIR LINE UP EXISTING

RECESS FLUSHERS

RIVER WALL GATE

TOWER MECHANICAL SHAFT

AIR LINE UP THRU CONTROL

FLUSHERS

GATE RECESS

MIDDLE WALL

LOCATED IN TRENCH

RIVER WALL PIPING

TO EXISTING DAM COMBINATION

2" DIA AIR/WATERLINES

BUILDING TO GALLERY

LANDWALL POWER HOUSE

AIR LINE DOWN THRU EXISTING

LOCATED IN TRENCH

MIDDLE WALL PIPING

FUTURE EXTENSION

THREADED PIPE PLUG FOR

LANDWALL GALLERY

AIR LINE THRU EXISTING

QUION FLUSHER

MITER BUBBLER

RECESS FLUSHERS

RIVER WALL GATE

4" 3"

SHELTER

UPSTREAM CONTROL

MITER SILL

FLUSHER (TYP)

GATE RECESS

DOWNSTREAM CONTROL SHELTER

FLUSHER (TYP)

GATE RECESS

RIVER WALL

MIDDLE WALL

GATE

MITER

MITER BUBBLER

BULKHEAD SILL

DOWNSTREAM SIDE OF

CURTAIN MOUNTED ON

STA 4+93A UPPER SILL AIR FILLING VALVE GALLERY

PIPE CROSSES OVER THROUGH

WATER PUMPS

SUBMERSIBLE SERVICE

AIR COMPRESSOR

CONNECTION FOR TEMPORARY

COMPRESSOR

470 CFM AIR

DRAIN WITH PLUG

PLUG

DRAIN WITH

AND AIR FILTER

AIR RECIEVERS

2•" AR-8 FOR FUTURE EXTENSION.

UPSTREAM EDGE OF MONOLITH

PROVIDE BLIND FLANGE AT

SEE SHEET A27/17

OF BULKHEAD SILL

ON DOWNSTREAM SIDE

AIR CURTAIN MOUNTED

STA 4+93A UPPER SILL

REF NOTE 1, SHEET A27/17

SILL AIR CURTAIN

DOWNSTREAMEXISTING GALLERY

CORE DRILL THROUGH

SERVICE BUILDING

WALL ACCESS TOWER

ACCESS WALKWAY TO LAND

AIR LINE ACROSS EXISTING

1•"DRAIN WITH PLUG

WITH PLUG

1•" DRAIN

1•" DRAIN WITH PLUG

WITH PLUG

1•" DRAIN

STA 3+76.40B ±

DOWNSTREAM SILL AIR CURTAIN

SHEET A27/32 FOR CONTINUATION

BUILDING STA 3+35.5B SEE

BURIED PIPING TO SERVICE

QUOIN FLUSHER

FLUSHER

QUOIN

FLUSHER

QUOIN

IP

P W

P :d m s

A O

L

C H

A

.d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A

.d g n

.0

:1

W E

D

B U

C C

IN

I

P

IP

IN

G

A27/3

C O

M P

R E

S S

E D A

IR

/S

E R

V

IC

E W

A T

E R S

Y S

T E

M

E

L E

IS

U R

E

FLOW

FLOW

NO SCALE

LOCK SCHEMATIC

NEW MIDDLE WALL

RIVER WALL

NO SCALE

LOCK PLAN

P L

A N A

N D S

C H

E M

A T

IC

RIVER CHAMBER

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

EJ

S A-W

S

S S S S

S S S S S

S

S S S

SSSSS

A

A

A

A

A A

A

EJ EJ

EJ

A

EJ EJ

A

EJ EJ

A

A A A

A

A

A

A

A

A

A A

A

A A A

A A A

AAAA

A

A

A

A

A

A

EJ

EJ EJ

EJ EJ EJ

W

S W

S

W S

W S

W S

W S

W S

W S

W S

W S

HS HS

HSHS

A

W

UPSTREAM CONTROL SHELTER

SEE SHEET A27/20

SERVICE WATER PUMP

LOCATION OF AIR LINE

SHEET A27/7 FOR

TO AIR WHISTLE SEE

EMBEDDED 1•" AIR LINE

P W

P :d m s

A O

L

C H

A

.d g n

H

T S

D C

R M

A P

R

:5

A O

L

C H

A

.d g n

.0

:1

A27/4

W E

D

B U

C C

IN

I

P

IP

IN

G

C O

M P

R E

S S

E D A

IR

/S

E R

V

IC

E W

A T

E R S

Y S

T E

M

L O

C K W

A L L S P

L A

N S

H E

E T O

F

E

L E

IS

U R

E

FLOW

32'8'0 16'

SCALE: ˆ"=1'

FLOW

A27/12

SCALE: ˆ"=1'

PIPING LOCK WALLS PLAN - SHEET 1 OF 3

KEY PLAN

FLOW

B A27/21

A27/18

A27/19

A27/18

A27/19

A27/19

C A27/21

S T

A

.0

A

SHELTER.

SEE SHEET A27/45 FOR AIR PIPING AT THE UPSTREAM CONTROL3.

STATIONS.

SEE SHEETS A27/19 AND A27/12 FOR DETAILS ON WATER AND AIR2.

SEE SHEET A27/21 FOR DETAILS ON HOSE STATIONS.1.

NOTES:

M A

T

E

N T

IN

U

E

C U

R T

A

IN

F U

T U

F L

E C

T O

R

S T

A

.5

A s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

WA

HS

WA

HS

WA

W A

T

A T

IO

N

S T

A

.0

A

U P

P

IL

R T

A

IN

S T

A

.0

A

S T

A

.0

A

H O

A T

IO

N

W A

T

A T

IO

N

S T

A

.0

A

R-8 R-9 R-16R-15R-14R-13

R-12

R-11R-10

M-1 M-2 M-3

M-4 M-5 M-6 M-7 M-8

N

H O

A T

32'8'0 16'

FLOW FLOW

KEY PLAN SCALE: ˆ"=1'

PIPING LOCK WALLS PLAN - SHEET 2 OF 3

A27/12

A27/12

A27/12

A27/12

A27/19

A27/19

A27/19

A27/19

A27/18

C O

N T

IN

U

T

E

E

DETAILS ON WATER AND AIR STATIONS.

SEE SHEETS A27/19 AND A27/12 FOR2.

SEE SHEET A27/21 FOR DETAILS ON HOSE STATIONS.1.

NOTES:

M A

T

E

N T

IN

U

E

P W

P :d m s

A O

L

C H

A

.d g n

H

T S

D C

R M

A P

R

:0

A O

L

C H

A

.d g n

.0

:1

W E

E

L E

IS

U R

E D .B

U C

C

IN

I

A27/5

P

IP

IN

G

C O

M P

R E

S S

E D A

IR

/S

E R

V

IC

E W

A T

E R S

Y S

T E

M

L O

C K W

A L L S P

L A

N S

H E

E T O

F s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

WA

WA

WA

WA WA

WA

WA

WA

W A

T

A T

IO

N

S T

A

.0

A

W A

T

A T

IO

N

S T

A

.0

B

W A

T

A T

IO

N

S T

A

.0

B

S T

A

.0

A

W A

T

A T

IO

N

S T

A

.0

A

W A

T

A T

IO

N

S T

A

.0

A

A

IR

W A

T E

R L

IN

E

R-18R-17

M-9 M-10 M-11

M-12

M-13 M-14 M-15 M-16 M-17 M-18

R-27R-26

R-25R-24R-23R-22

R-21R-20R-19

DOWNSTREAM CONTROL SHELTER

T S

D C

R M

A P

R

:0

A O

L

C H

A

.d g n

.0

:1

A27/6

P

IP

IN

G

C O

M P

R E

S S

E D A

IR

/S

E R

V

IC

E W

A T

E R S

Y S

T E

M

L O

C K W

A L L S P

L A

N S

H E

E T O

F

W E

D

B U

C C

IN

I

E

L E

IS

U R

E

32'8'0 16'

SCALE: ˆ"=1'

PIPING LOCK WALLS PLAN - SHEET 3 OF 3

A27/13

A27/12

A27/19

B A27/21

FLOW

C A27/21

C O

N T

IN

U

T

E

E

SEE SHEET A27/46 FOR PIPING AT DOWNSTREAM CONTROL SHELTER.3.

STATIONS.

SEE SHEETS A27/19 AND A27/12 FOR DETAILS ON WATER AND AIR2.

SEE SHEET A27/21 FOR DETAILS ON HOSE STATIONS.1.

NOTES:

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

WA

W A

W A

T

A T

IO

N

S T

A

.0

B

HS

H O

A T

IO

N

S T

A

.5

B

HS

S T

A

.0

B

H O

A T

IO

N

S T

A

.0

B

W A

T

A T

IO

N

M-19 M-20 M-21

M-22

M-24 M-25 M-26 M-27M-23

R-35R-34R-33R-32R-31R-30R-29R-28

1•" BALL VALVE

PLUG

4" AIR

1•" UNION

(AIR WHISTLE)

1•" SOLENOID VALVE

SUPPORT

1•" AIR

C EL. 747.90

6" PIPE SLEEVE

2'-0"

EL. 747.50 (TYP.)

SUPPORT

10"

8"

SEE SHEET A27/22

FOR CONTINUATION

FILLING GALLERY

PIPING FROM

4" EMBEDDED AIR

1•" A

EMBEDDED

3"A

SUPPORT

1•" UNION

PLUG

(AIR WHISTLE)

1•" SOLENOID VALVE

1•" BALL VALVE

SUPPORT

PLUG

DRAIN VALVE

ƒ" BALL VALVE ƒ" SOLENOID VALVE

2" BALL VALVE

2" SOLENOID VALVE

SUPPORT

UNION

4"A

C EL. 747.90

6" PVC SLEEVE

EXPANSION JOINT

LC

EL. 751.00

L

L

A

SECTION

SCALE: •"=1'-0"

A

LC

P W

P :d m s

A O

L

C H

A

.d g n

H

T S

D C

R M

A P

R

:0

A O

L

C H

A

.d g n

.0

:1

W E

D

B U

C C

IN

I

P

IP

IN

G

A27/7

M

ID

D L E W

A L L G

A T

E M

A C

H

IN

E R

Y R

E C

E S

S

E

L E

IS

U R

E

0 2' 4' 6'

SCALE: …"=1'

P L

A N A

N D S

E C

T

IO

N

FLOW

SCALE: …"=1'-0"

UPPER MIDDLE WALL GATE MACHINERY RECESS PLAN

CONTROL SHELTER

TO UPSTREAM

M-4

A27/13

2' 4'0 1'

SCALE: •"=1'

s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

N O

N G

A H

E L

A R

IV

E R

C H

A R

L E

R O I L

O C

K S A

N D D

A M

PITTSBURGH DISTRICT

P

IT

T S

B U

R G

H

E R C

H A

M B

E R C

O M

P L E

T

IO

N

CERTIFIED FINAL DOCUMENTS

W

W N

B

A27/45

PLUG

3" AIRLINE

SUPPORT

PLUG

DRAIN VALVE

ƒ" BALL VALVE ƒ" SOLENOID VALVE ƒ" UNION

3" W

3" A

HOSE STATION

WATER DRAIN)

GATE VALVE (SERVICE

PLUG

2" BALL VALVE

2" UNION

SUPPORT

2" SOLENOID VALVE

3" TEE TURNED UP

EL. 747.50 (TYP.)

10"

PIPE SLEEVE C EL. 747.90

EXISTING 6" DIA SCH 40 PVC

C WATER EL. 747.80

PIPE SLEEVES C AIR EL. 748.50

EXISTING 6" DIA SCH 40 PVCAND LOCATION

FOR DIMENSIONS

DWG A20/S3

FOR PIPING SEE

EXISTING BLOCKOUT

P W

P :d m s

A O

L

C H

A

.d g n

H

T S

D C

R M

A P

R

:0

A O

L

C H

A

.d g n

.0

:1

W E

D

B U

C C

IN

I

P

IP

IN

G

M

ID

D L E W

A L L G

A T

E M

A C

H

IN

E R

Y R

E C

E S

S

E

L E

IS

U R

E

0 2' 4' 6'

SCALE: …"=1'

P L

A N

A27/8

S T

A

.0

B

M-23 M-24

SCALE: …"=1'

LOWER MIDDLE WALL GATE MACHINERY RECESS PLAN

LC

LC

L s

J

O

N

IT

E S

P .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U