Garrison_Intake_Bulkhead_Drawings.pdf

F L O

W

SCALE: NTS

PROJECT SITE MAP

SCALE: NTS

VICINITY MAP

INDEX TO DRAWINGS

DESIGN FILE DESCRIPTIONSHEET NO.

CONTRACT DRAWINGS

DESIGN FILE DESCRIPTION

REFERENCE DRAWINGS

PLATE D-17

403-1A

403-1A

MGR-OPN67E1012

MGR-OPN67E1011

MGR-OPN67E1010

GO16 - 16/2

GO16 - 16/1

GO16 - 11/7

GO16 - 11/6

GO16 - 11/5

GO16 - 11/4

GO16 - 11/3

GO16 - 11/2

GO16 - 11/1

GO6 - 11/4

GO6 - 11/3

GO6 - 10/9

GO6 - 10/8

GO6 - 10/7

GO6 - 10/6

INTAKE STRUCTURE - 100 TON OVERHEAD CRANE - EQUIPMENT

100/20 TON CAP'Y OVERHEAD TRAVELING CRANE - GENERAL DRAWING

100/20 TON CAP'Y OVERHEAD TRAVELING CRANE - GENERAL DRAWING

INTAKE STRUCTURE - BULKHEAD BYPASS VALVE - PLAN, SECTION & DETAILS

INTAKE STRUCTURE - BYPASS INTAKE & WATER SUPPLY - WELL SCREENS & FRAMES - EL. & SECT.

INTAKE STRUCTURE - BULKHEAD BYPASS VALVE - PLAN, ELEVATION & DETAILS

INTAKE STRUCTURE BULKHEAD GATES - MECHANICAL - LIFTING BEAM & HOOK - DETAILS

INTAKE STRUCTURE BULKHEAD GATES - MECHANICAL - LIFTING BEAM - ASSEMBLY

INTAKE STRUCTURE BULKHEAD GATES - STRUCTURAL - DOGGING DEVICE

INTAKE STRUCTURE BULKHEAD GATES - STRUCTURAL - GATE GUIDES

INTAKE STRUCTURE BULKHEAD GATES - STRUCTURAL - SEAL BEAMS

INTAKE STRUCTURE BULKHEAD GATES - STRUCTURAL - GATE SEALS

INTAKE STRUCTURE BULKHEAD GATES - STRUCTURAL - 12' X 13' GATE LEAF SHEET NO. 2

INTAKE STRUCTURE BULKHEAD GATES - STRUCTURAL - 12' X 13' GATE LEAF SHEET NO. 1

INTAKE STRUCTURE BULKHEAD GATES - STRUCTURAL - GENERAL ASSEMBLY

INTAKE SUBSTRUCTURE - MISC. STEEL - BULKHEAD & PENSTOCK GATE - GUIDES & ANCHORS NO. 2

INTAKE SUBSTRUCTURE - MISC. STEEL - BULKHEAD & PENSTOCK GATE - GUIDES & ANCHORS NO. 1

INTAKE SUBSTRUCTURE - CONCRETE - BLOCK B - PLANS ELEVATION 1845 & 1865

INTAKE SUBSTRUCTURE - CONCRETE - BLOCK B - PLANS ELEVATION 1672 & 1737

INTAKE SUBSTRUCTURE - CONCRETE - BLOCK B - ELEVATION & SECTION

INTAKE SUBSTRUCTURE - CONCRETE - PLAN ELEVATION 1865

GARRISON DAM

GR89_M-701XXX.dgn

GR89_M-601XXX.dgn

GR89_M-201XXX.dgn

GR89_S-504XXX.dgn

GR89_S-503XXX.dgn

GR89_S-502XXX.dgn

GR89_S-501XXX.dgn

GR89_S-101XXX.dgn

GR89_S-003XXX.dgn

GR89_S-002XXX.dgn

GR89_S-001XXX.dgn

GR89_G-001XXX.dgn

M-701

M-601

M-201

S-504

S-503

S-502

S-501

S-101

S-003

S-002

S-001

G-001

HIGH PRESSURE COMPRESSED AIR SYSTEM HOSE REEL LAYOUT

HIGH PRESSURE COMPRESSED AIR SYSTEM SCHEMATIC

EQUALIZING VALVE AND PNEUMATIC ACTUATOR INSTALLATION

BULKHEAD LEAF DETAILS SHEET FOUR

BULKHEAD LEAF DETAILS SHEET THREE

BULKHEAD LEAF DETAILS SHEET TWO

BULKHEAD LEAF DETAILS SHEET ONE

BULKHEAD LEAF

BULKHEAD GEOMETRIC DIMENSIONING & TOLERANCE

ASSEMBLY AND ALIGNMENT

STRUCTURAL NOTES

COVER SHEET, LOCATION MAP & INDEX TO DRAWINGS

DRAWING PLOT SIZE: ANSI F

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BORDER VERSION UPDATE [09-2012]

G-001SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:45:06 AM

Omaha District q of Engineers

US Army Corps

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ISSUE DATE: JULY 2018

CONTRACT NO.: XXXXXX-XX-X-XXXX

W9128F18Q0010SOLICITATION NO.:

INTAKE BULKHEADS

INTAKE STRUCTURE

MISSOURI RIVER, NORTH DAKOTA

GARRISON DAM

OMAHA DISTRICT

2.3 ETL 1110 - 2 - 584 (30 APRIL 2014)

2.2 AWS D1.5 - 2015

2.1 AISC 360 - 10

2.0 DESIGN STANDARDS

3.1 TWO SETS OF BULKHEADS ARE REQUIRED. EACH SET CONSISTS OF AN UPPER AND LOWER LEAF.

3.0 QUANTITY

DIMENSION TOLERANCE

5.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:

5.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:

5.0 TOLERANCES, UNLESS OTHERWISE NOTED.

Q

GENERAL STRUCTURAL NOTES

NOT TO SCALE

LOAD DIAGRAM

FLOW

EL 1672.00 (BOTTOM OF SLOT)

HYDROSTATIC DESIGN

EL 1854.00 MAX OPERATING POOL

SIESMIC DESIGN

EL 1850.00 MAX NORMAL OPERATING POOL

S-101

CONTROL HEIGHT

S-101

CONTROL WIDTH

6.1 SOME COMPONENTS AND FEATURES ARE OMITTED FOR CLARITY AND/OR MAY NOT BE TO SCALE.

6.0 GENERAL NOTES FOR ALL SHEETS

GAR-IB-1 GAR-IB-2 GAR-IB-3 GAR-IB-4

ABBREVIATIONS

S-101

GUIDE SHOES (TOP)

OUT TO OUT OF

S-101

GUIDES SHOES (BOTTOM)

OUT TO OUT OF

BEARING SHOE; S-101

SHOE TO INSIDE EDGE OF

INSIDE EDGE OF BEARING

SHOE; S-501

TO INSIDE EDGE OF GUIDE

FACE OF BEARING SHOE

FOR INSTRUCTIONS TO CONTRACTOR.

SEE SECTION 05 59 13.01 26 PART 3.4 CONTROL DIMENSIONS

CONTROL DIMENSIONS CHART

INTAKE BULKHEAD

S-003

OUTSIDE EDGE OF SEAL BAR

TO

OUTSIDE EDGE OF SEAL BAR

EL 1698.54 (CENTER OF J BULB SEAL WITH 1/4" SEAL COMPRESSION)

S-504

HOOK ACCESS HOLE

SKIN PLATE TO

S-504

OFFSET

LIFTING LUG

S-504

LIFTING SUPPORT BEAM

OF >SKIN PLATE TO

4.3 LIFTING SUPPORT BEAM.

4.2 GUIDE SHOES.

4.1 THE SKIN PLATE. SPLICES ARE NOT ALLOWED WITHOUT GOVERNMENT APPROVAL.

4.0 FRACTURE CRITICAL MEMBERS (FCM)

ULTRASONIC TESTINGUT

TYPICALTYP

SYMMETRICALSYMM

RADIUSR

POUNDS PER SQUARE INCH GAUGEPSIG

PLACESPLCS

PLATEPL

ON CENTEROC

NOT TO SCALENTS

MAXIMUMMAX

GRADEGRD

FLANGEFLG

FCM FRACTURE CRITICAL MEMBER

ELEVATIONEL

DIAMETER

CENTERLINE

COMPLETE JOINT PENETRATIONCJP

BETWEEN CENTERSBC

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

1.16 ASSUME ALL WELDS ON FRACTURE CRITICAL MEMBERS ARE IN TENSION FOR PURPOSES OF NONDESTRUCTIVE TESTING.

1.15 SPLICES ARE NOT ALLOWED, UNLESS NOTED OTHERWISE, WITHOUT GOVERNMENT APPROVAL.

1.14 MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS.

1.13 PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED. SEE SECTION 05 59 13.01 26.

1.12 ALL BOLT HOLES ARE TO BE STANDARD SIZE UNLESS NOTED OTHERWISE.

1.11 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 BULKHEAD. SEE SPECIFICATIONS FOR REQUIRED NUMBER OF BULKHEADS.

1.10 THE ESTIMATED DRY WEIGHT OF EACH BULKHEAD LEAF, NOT INCLUDING PAINT AND WELDS: UPPER = 26,000 LBS & LOWER = 25,000 LBS.

MATCH ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO BE WRAPPED.

1.9 WRAP ALL WELDS USING THE REQUIRED FILLET WELD SIZE SHOWN ON THE DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D1.5.

2" PAST WELD JOINT, UNLESS OTHERWISE NOTED.

1.8 ALL WELD ACCESS HOLES ARE 2" RADII AND GROUND TO A MAXIMUM 1,000 μINCH FINISH, UNLESS OTHERWISE NOTED. EXTEND COPED ACCESS HOLES

COATING APPLICATION ACCORDING TO EITHER SSPC - QP1 FOR FIELD PAINTING OR QP3 FOR SHOP PAINTING.

BULKHEAD COMPONENTS, EXCEPT AS NOTED IN THE SPECIFICATIONS. CERTIFY ALL PAINTING CONTRACTORS ENGAGED IN SURFACE PREPARATION AND

1.7 PAINTING FOR INTAKE BULKHEADS ARE TO CONFORM TO ALL REQUIREMENTS STATED IN SPECIFICATION 09 97 02.13 26. USE SYSTEM 5-E-Z FOR ALL

LIST FOR GOVERNMENT APPROVAL.

IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO THE FIRST PAGE OF THE SHOP DRAWINGS AND PROVIDE THE

SHOP DRAWINGS AND CLOUDED FOR APPROVAL. PROVIDE ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS IN LIST FORM

1.6 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND ARE TO BE IDENTIFIED ON THE

1.5 BREAK ALL EDGES TO A 1/16" RADIUS, UNLESS NOTED OTHERWISE.

WILL NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING OFFICER AND ENGINEER OF RECORD.

1.4 CONFORM ALL STRUCTURAL WELDING TO ALL REQUIREMENTS AS STATED IN 05 59 13.00 26 FOR CONNECTIONS. WELDING THAT IS NOT SHOWN ON THE PLANS

CRITICAL MEMBERS WHICH SHALL BE ASTM A709 F2 GRD 50. FOR REQUIREMENTS, SEE SPECIFICATION 05 59 13.00 26.

1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION OF THE INTAKE BULKHEADS SHALL BE ASTM A709 T2 GRD 50, EXCEPT FRACTURE

VARIANCES FOR GOVERNMENT APPROVAL.

DIMENSIONS OF EXISTING BULKHEADS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED

1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL CONTROL

ENDORSEMENT (F) AT TIME OF BID. THE FABRICATOR SHALL BE CERTIFIED FOR THE LIFE OF THE CONTRACT.

STEEL STRUCTURES FABRICATOR (HSF) AT THE TIME OF BID. IN ADDITION, THE FABRICATOR IS REQUIRED TO BE CERTIFIED WITH FRACTURE CRITICAL

FABRICATION (CBR), CERTIFIED BRIDGE FABRICATOR - INTERMEDIATE (IBR), CERTIFIED BRIDGE FABRICATOR - ADVANCED (ABR), OR CERTIFIED HYDRAULIC

1.1 FABRICATOR TO BE CERTIFIED UNDER AISC QUALITY CERTIFICATION PROGRAM WITH ONE OF THE FOLLOWING CERTIFICATIONS; MAJOR BRIDGE

1.0 STRUCTURAL STEEL

S-003

TWIST

S-003

CAMBER

S-003

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PASSAGE & BULKHEAD

BOTTOM OF WATER

EL 1672.00

TOP OF WATER PASSAGE

EL 1698.00

OF BULKHEADS>

SCALE: 3/4" = 1'-0"

ELEVATION - FRONT

SCALE: 3/4" = 1'-0"

ELEVATION - SIDE

SCALE: 3/4" = 1'-0"

PLAN - SLOT DETAIL

SEE SHEET S-502

GUIDE SHOE, BOTH SIDES

SEE SHEET S-502

GUIDE SHOE, BOTH SIDES

SEE SHEET S-502

GUIDE SHOE, BOTH SIDES

SHOE

GUIDE

BEARING SHOE

BEARING SHOE

SHOE

BEARING

BEARING SHOE

SHOE

BEARING

GATE GUIDE>

SEE SHEET S-502

GUIDE SHOE, BOTH SIDES

SEAL COMPRESSED

BOTTOM OF BULKHEAD,

TOP OF BULKHEAD

/4

/2

/4

/2

14'-11"

(2

(3'-1 3/4 ")

FACE OF SLOT

/2

(3 /1

BEAM SURFACE

FACE OF SEAL

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N /4 S

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GUIDE SHOE

GATE GUIDE &>

>GUIDE SHOE

GATE GUIDE &

1'-1 3/4 "

SEAL SHOWN NOT COMPRESSED

/4 W

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P R

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S E

D

EXISTING BULKHEAD SLOT OUTLINE

1/2"

(15'-0")

SEE NOTE 2

LEAF ONLY,

HOLE IN TOP

SKIN PLATE

2. LEAFS ARE IDENTICAL, EXCEPT TOP LEAF HAS VALVE AND ACTUATOR ASSEMBLY.

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.

NOTES:

BEARING BAR

TOP BEARING PLATE

FLOW

FLOW

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S-002

DETAIL - SEAL NOT COMPRESSED

SCALE: 3" = 1'-0"

THIS VIEW IS TYPICAL FOR BOTH SIDES OF BULKHEAD LEAFS

A

SECTION

SCALE: 3/4" = 1'-0"

VIEW ROTATED 90° CCW

S-002

DRAWING PLOT SIZE: ANSI F

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NOTES:

90°

90° 90°

90°

SKIN PLATE

BEARING SHOE

TYP 4 PLCS

GUIDE SHOE,

BEARING SHOE

BEARING SHOE

SKIN PLATE

TYP 4 PLCS

GUIDE SHOE,

SEE DETAIL 1

B

A

D

E

A

SCALE: 1" = 1'-0"

ELEVATION - FRONT

SCALE: 1" = 1'-0"

ELEVATION - SIDE

END WEB PLATE

OUTER SURFACE OF

END WEB PLATE

OUTER SURFACE OF

BEARING SHOEBEARING SHOE

1'- 1/2 " 13'-3 1/2 "

OUTSIDE EDGE OF SEAL BAR

OUTSIDE EDGE OF SEAL BAR

A

SEAL BAR

HARDWARE ARE NOT SHOWN, TYP

SEAL, SEAL RETAINING BARS AND

SEAL BAR

HARDWARE ARE NOT SHOWN, TYP

SEAL, SEAL RETAINING BARS AND

HARDWARE ARE NOT SHOWN, TYP

SEAL, SEAL RETAINING BARS AND

12'-0" (CONTROL DIMENSION)

A

4. TOLERANCE SHOWN APPLY TO ALL LEAFS

IN THE VERTICAL POSITION.

3. TOLERANCES ARE MEASURED WITH THE BULKHEAD SUSPENDED

2. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.

1. RUBBER SEALS AND RETAINING PLATES ARE NOT SHOWN.

C B

F

0.062 F

TYP 4 PLCS

90°

SKIN PLATE

BEARING PLATE

BOTTOM

0.062 A

0.062 B - C

0.125 A B 0.125 A B

0.03 B

0.125 D

0.125 E

0.03 A

0.062 A

0.062 B - C

3 SURFACES

0.03 A

2 SURFACES

0.125 B

AND BEARING BAR

TOP BEARING PLATE

FLOW

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A

SECTION

SCALE: 1" = 1'-0"

DETAIL - BEARING SHOE SURFACES

SCALE: 3" = 1'-0"

DRAWING PLOT SIZE: ANSI F

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/2

BORDER VERSION UPDATE [09-2012]

S-003SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:45:30 AM

SCALE: 1" = 1'-0"

PLAN

>GATE GUIDE

5/16

5/16

TYP

3/8

3/8

TYP

TYP 2 PLCS

BOTTOM BEARING PL 1"

TYP 2 PLCS

BOTTOM BEARING PL 1"

2'-3 1/2 "

>SYMM ABOUT

4'-6 1/4 "

7'-2 1/4 "

14'-11" +0" -1/16" OUTSIDE TO OUTSIDE OF GUIDE SHOES (CONTROL DIMENSION)

TYP 4 PLCS

GUIDE SHOE,

BEARING SHOE

13'-3 1/2 " (CONTROL DIMENSION)

BEARING BAR 3 1/2" X 5/8"

BEARING SHOE

INSIDE EDGE OF BEARING SHOE

TYP 6 PLCS

FLANGE PL 9" X 1"

/4

/2

/2

/2

/2

/2

(8 /2

/2

(1 /4

/4

1" 2'-7 7/16 "

2'-10 7/16 "

2"

BEARING SHOE FACE

TYP 4 PLCS

GUIDE SHOE,

ASTM A709 F2 GRD 50

1 1/4" SKIN PL

TYP 6 PLCS

WEB PL 5/8"

TYP 10 PLCS

DIAPHRAGM PL 1/2"

END FLANGE PL 10 1/2" X 1"

END WEB PL 5/8"

SEE NOTE 3

TYP 10 PLCS

DIAPHRAGM PL 1/2"

TYP 10 PLCS

TIE PL 9" X 1"

TOP BEARING PL 5/8"

BEARING BAR 3 1/2" X 5/8"

>SYMM ABOUT 6'-9"

2'-3 1/2 "

4 1/2 "

5 1/4 "

TOP BEARING PL 5/8"

TYP 6 PLCS

FLANGE PL 9" X 1"

TYP 6 PLCS

WEB PL 5/8"

GUIDE SHOE, TYP 4 PLCS

INSIDE EDGE OF BEARING SHOE

TYP

UT

CJP

CJP

/1

SEE NOTE 4

4" DRAIN HOLE,�

HOOK ACCESS HOLE IN WEB PL

HOLE IN WEB PL

SHAFT ACCESS

ACTUATOR

OC MAX SPACING

GALVANIZED, TYP. 4"

COUNTERSUNK BOLT,

� 3/4" ASTM A449 TYPE 1

OF SEAL BAR

OUTSIDE EDGE

6'-0" (CONTROL DIMENSION)

SCALE: 1" = 1'-0"

END ELEVATION

BAR

BEARING

TOP OF

SKIN PLATE

BOTTOM OF

HOLE IN TOP WEB PLATE ONLY

Ø 2" MAX AIR LINE ACCESS

/2

2'-0"

4 1/2 "

>DIAPHRAM PL

>HOLE

AIR LINE ACCESS

/4

-1 /1

O U

T S

ID

E O

F T

O P B

E A

R

IN

G P

L A

T E T

O O

U T S

ID

E O

F B

O T

T O

M B

E A

R

IN

G P

L A

T E

C O

N T

R O

L D

IM

E N

S

IO

N

FCM

1 1/4" SKIN PL

5. WRAP ALL WELDS, UNLESS OTHERWISE NOTED. REFER TO NOTES ON S-001.

HOLES FOR HOOK MOUNTING AND HOOK ACCESS HOLES REPECTIVELY.

BOTTOM WEB PLATES ARE TO HAVE 2 DRAIN HOLES, OMITTING THE CENTER DRAIN

IS TO HAVE A 6" HOLE IN THE CENTER FOR THE ACTUATOR SHAFT. THE TOP AND

4. Ø4" DRAIN HOLE, TYP 3 PLCS FOR 3 INTERNAL WEB PLATES. ONE INTERNAL WEB PLATE

THE EQUALIZING VALVE IS FOR THE UPPER BULKHEAD LEAF ONLY.

3. EQUALIZING VALVE, ACTUATOR AND COMPONENTS ARE NOT SHOWN.

ARE TO BE APPROVED BY THE ENGINEER OF RECORD.

2. SPLICES IN WEBS AND FLANGES ARE NOT ALLOWED. ALL SPLICES

1. SEE STRUCTURAL NOTES ON SHEET S-001.

REFER TO SECTION 05 59 13.01 26.

STAMP BULKHEAD IDENTIFICATION.

LOCATION OF LOW-STRESS

FLOW

F L

O W

FLOW

N

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A

M U

E H

L E

C K P

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

O M

A H

A D

IS

T R

M

IL

E S P

E

A N

S I F

G R

S -1

X X

X .d g n

K

IM

H O

L T

B S

T O

L T

B

U L

K H

E A

D L

E

S-101

A

K E B

U L

K H

E A

D M

IS

S O

U R I

R

IV

R R

IS

O N D

A M A

N D R

E S

E R

V O

IR

W F

Q

G R

-5 -5

-4

S-101

F

SECTION

SCALE: 1" = 1'-0"

B

S-501

S-501

S-501

S-501

S-501

S-501

S-502

C

S-503

S-504

E

S-504

D

S-504

A

S-101

A

SECTION - LOOKING UPSTREAM

SCALE: 1" = 1'-0"

DRAWING PLOT SIZE: ANSI F

D

C

A

B

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 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

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

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A R

K D

A T

E A

P P

R of Engineers

US Army Corps

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BORDER VERSION UPDATE [09-2012]

S-101SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:45:33 AM

3"

2"R

2"R

SCALE: NTS

ISOMETRIC - DETAIL 1

5 1/4 "

2"R

END FLANGE PL 10 1/2" X 1"

END WEB PL 5/8"

2"R

2" TYPR

5/16

5/16

TYP

5/16

5/16

TYP

1 3/8 "

/4

/2

C O

M P

R E

S S

IO

N T

Y P

/4 S

E A

L

/2

/2

5/16

TYP

GUSSET 1/2" PL

GUSSET 1/2" PL

(C O

N T

R O

L D

IM

E N

S

IO

N

/2

5/16

5/16

TYP

5/16

5/16

/2

/8

1 3/8 "

TYP FOR ALL WELD ACCESS HOLES

EXTEND 2" PAST WELDED JOINTS

WELD ACCESS HOLE,

SEE NOTE 2

>GATE GUIDE

(1'-1 1/2 ")

SEE DETAIL ON SHEET S-503

SIDE SEAL RETAINING BAR

SEE DETAIL ON SHEET S-503

TOP SEAL RETAINING BAR

SEE DETAIL ON SHEET S-502

GUIDE SHOE,

1/8 " ON EDGE OF SKIN PLR

WELD ACCESS

R 2" TYP

5/8 "R

FACE OF BEARING SHOE

7 1/2 " 1"

1 1/2 "

SEE DETAIL ON SHEET S-503

SIDE SEAL RETAINING BAR

J SEAL, SEE DETAIL ON SHEET S-502

FLANGE PL 9" X 1"

WEB PL 5/8"

BEARING BAR 3 1/2" X 5/8"

SEE DETAIL ON SHEET S-503

TOP SEAL RETAINING BAR

J SEAL, SEE DETAIL ON SHEET S-502

FACE OF 1 1/4" SKIN PL

C O

M P

R E

S S

IO

N /8 S

E A

L

SEE SHEET S-502

RUBBER WEDGE SEAL,

SEE DETAIL ON SHEET S-503

BOTTOM SEAL RETAINING BAR

DIAPHRAGM PL 1/2"

WEB PL 5/8"

FLANGE PL 9" X 1"

DIAPHRAGM PL 1/2"

DIAPHRAGM PL 1/2"

WEB PL 5/8"

DIAPHRAGM PL 1/2"

TOP BEARING PL 5/8"

BEARING BAR 3 1/2" X 5/8"

SHOE

BEARING

(SHOWN BELOW)

WEB PL 5/8"

11" 4 3/4 "

TYP 4 PLCS

GUSSET 1/2" PL

END WEB PL 5/8"

TOP BEARING PL 5/8"

BEARING SHOE

1/2 "

/2

4 1/2 "

/2

END WEB PL 5/8"

TOP BEARING PL 5/8"

GUSSET 1/2" PL

FLANGE PL 9" X 1"

END WEB PL 5/8"

TOP BEARING PL 5/8"

END FLANGE PL 10 1/2" X 1"

BEARING SHOE

BEARING BAR 3 1/2" X 5/8"

FLANGE PL 9" X 1"

6"

/2

2'-9 13/16 "

TOP BEARING PL 5/8"

END WEB PL 5/8" TYP 4 PLCS

GUSSET 1/2" PL 10" 7 7/8 "

BEARING SHOE

AND BARS ARE OMITTED

J SEAL, RUBBER SEAL,

BEARING BAR 3 1/2" X 5/8"

1 1/4 "

6 1/2 "

>GATE GUIDE & GUIDE SHOE

1/4 "R

CJP

1"

/2

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

5/16

5/16 SEE NOTE 4

TYP

5/16

5/16

SEE NOTE 4

5/16

5/16

SEE NOTE 4

SEAL BAR 1 1/8" X 1"

ON SHEET S-502

WELD DETAIL

SEE TYP CORNER

SEAL BAR 1 1/8" X 1"

SEAL BAR 1 1/8" X 1"

CJP

5/16

5/16

4 3/4 "5 1/4 "

2 1/2" X 2" BEARING SHOE

5/16

5/16

TYP

CLARITY

OMITTED FOR

BULB SEAL

SCALE: 3" = 1'-0"

PLAN - DETAIL TOP BEARING PLATE

TOP BEARING PL 5/8"

9" X 1"

FLANG PL

END WEB PL

WEB PLATE

5/16

TYP

/4

5/16

5/16

TYP

5/16

TYP

5/16

TYP

10 1/2" X 1"

END FLANG PL

3/8

3/8

TYP

3/8

3/8

TYP

1/4

2"R

5/16

G

UT

CJP

5/16

5/16

TYP

3/8

3/8

CJP

5/16

5/16

TYP

5/16

TYP

1 1/4" SKIN PL, FCM

FCM

1 1/4" SKIN PL,

FACE OF 1 1/4" SKIN PL, FCM

SKIN PL, FCM

FACE OF 1 1/4"

SKIN PL, FCM

FACE OF 1 1/4"

FACE OF 1 1/4" SKIN PL, FCM

FACE OF 1 1/4" SKIN PL, FCM

6. WRAP ALL WELDS, UNLESS OTHERWISE NOTED. REFER TO NOTES ON S-001.

5. SEAL WELD DETAIL APPLIES TO SKIN PLATE AS WELL.

4. SEE TYP CORNER WELD DETAIL ON SHEET S-502 FOR MORE WELDING DETAILS.

OC MAX SPACING.

WASHER. ALL HARDWARE TO BE GALVANIZED IN ACCORDANCE WITH ASTM F2329. 4"

2. GRIND TO FIT SEAL. GRIND ALL EDGES AND CORNERS TO R 1/16" ADJACENT TO SEAL.

1. SEE STRUCTURAL NOTES ON SHEET S-001.

B3

S-101

D2

S-101

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A

M U

E H

L E

C K P

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

O M

A H

A D

IS

T R

M

IL

E S P

E

A N

S I F

G R

S -5

X X

X .d g n

K

IM

H O

L T

B S

T O

L T P

E

S H

E E

T O

N E

D E

T A

IL

S

B U

L K

H E

A D L

E A

S-501

A

K E B

U L

K H

E A

D M

IS

S O

U R I

R

IV

E R

G R

-5 -5 -0 -5

G A

R R

IS

O N D

A M A

N D R

E S

E R

V O

IR

FLOW

D2

S-101

A2

S-101

B2

S-101

B2

S-101

N

FLOW

N

FLOW

FLOW

FLOW

FLOW

F L

O W

W F

Q

C

S-501

S-501

B

SECTION - END WEB

SCALE: 3" = 1'-0"

TYP BOTH ENDS

D

S-501

DETAIL - BOTTOM SEAL

SCALE: 6" = 1'-0"

DETAIL - TOP SEAL

SCALE: 6" = 1'-0"

C

SECTION - GUSSET PL

SCALE: 6" = 1'-0"

BLOCK OUT

DETAIL - SEAL

SCALE: 6" = 1'-0"

DETAIL - TOP BEARING PL

SCALE: 3" = 1'-0"

TYP, 2 PLCS

TO FLANGE

DETAIL - TYP WEB

SCALE: 6" = 1'-0"

TO SKIN PL

DETAIL - TYP WEB

SCALE: 6" = 1'-0"D

BEARING PL SEAL WELD

ELEVATION - TOP

SCALE 6" = 1'-0"

SEE NOTE 5

TYP 6 PLCS

DRAWING PLOT SIZE: ANSI F

D

C

A

B

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 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

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

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IP

T

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P P

R of Engineers

US Army Corps

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BORDER VERSION UPDATE [09-2012]

S-501SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:45:39 AM

END WEB PL 5/8"

SCALE: NTS

ISOMETRIC - DETAIL 6

TYP 2 PLCS

BOTTOM BEARING PL 1"

C O

M P

R E

S S

IO

N /8 S

E A

L

J SEAL

BEARING SHOE

5/16

TYP

SCALE: 3" = 1'-0"

ELEVATION - DETAIL 6

1 1/2 "

4 1/4 "

RUBBER WEDGE SEAL

TYP 2 PLCS

BOTTOM BEARING PL 1"

END FLANGE PL 10 1/2" X 1"

FLANGE PL 9" X 1"

/2

/4

3"

9"

(34°)

/2

" END WEB PL 5/8"

BEARING SHOE

J SEAL

SIDE SEAL RETAINING BAR END FLANGE PL 10 1/2" X 1"

END WEB PL 5/8"

FLANGE PL 9" X 1"

TYP 2 PLCS

BOTTOM BEARING PL 1"

BEARING SHOE

J SEAL

RETAINING BAR

BOTTOM SEAL

SEAL

WEDGE

RUBBER

2 3/4 "

/4

5/16 "R

1 1/8 "R

2"R

END FLANGE PL 10 1/2" X 1"

OF J SEAL

R 1/8" BOTTOM EDGE

OF BEARING SHOE

R 5/8" BOTTOM EDGE

3/4 "

/2

/8

/8

1/8 "R 1/8 "R

3/16 "R

3/16 "R

8"

4 1/2 "

1"

MATCH DRILL HOLES

5/16

5/16

TYP

UT

CJP

5/16

1"

BOTTOM SEAL RETAINING BAR, SEE SHEET S-503

SIDE SEAL RETAINING BAR, SEE SHEET S-503

/4 T

Y P

1"

OF 1/2" PL & HOLE>

OF 1/2" PL & HOLE>

/4 T

Y P

1" PL 3/4 " PL

2 1/4 "

1'- 1/2 "

4" TYP 4 PCLS

TYP 8 PLCS

1" R

1 3/4 " TYP

/4 T

Y P

/2

TYP 4 PLCS

COUNTERSUNK BOLT, GALVANIZED

1'-4"

/4

/1

3/4 "PL

/2 P

L T

Y P P

L C

S

3/4 " PL

/4 P

L

3/16 "R

>GATE GUIDE

GATE SLOT &

>GATE GUIDE

GATE SLOT &

1 1/4" SKIN PL

CJP

1/4

1/4

1/4

TYP

UT

CJP

SEAL BAR 1 1/8" X 1"

SEAL BAR 1 1/8" X 1"

ON THIS SHEET

SEE TYP CORNER WELD DETAIL

SEAL BAR 1 1/8" X 1"

SEAL BAR 1 1/8" X 1"

CJP

1/4

1/4

SCALE: 3" = 1'-0"

TWO REQUIRED AS SHOWN & 2 OPPOSITE HAND

FRACTURE CRITICAL MEMBER

GUIDE SHOE DETAIL

SCALE: NTS

ISOMETRIC - TYP SEAL BAR CORNER WELD

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

TYP SEAL BAR CORNER WELD DETAIL

5/16

TYP 5/16

TYP

SCALE: 3" = 1'-0"

PLAN - DETAIL 6 - LEAF BOTTOM

SCALE: 12" = 1'-0"

MATERIAL: NATURAL RUBBER (SEE SPECIFICATIONS)

J SEAL DETAIL

SCALE: 12" = 1'-0"

MATERIAL: NATURAL RUBBER (SEE SPECIFICATIONS)

RUBBER WEDGE SEAL DETAIL

5/16

5/16

TYP

M

IN

IM

U M S

E E N

O T

E

1'-0" MINIMUM, SEE NOTE 2

2 1/4 "

/8

3/8"R

/1

1'-1 1/8 "

J SEAL DETAIL

TRIM TO SIZE OF

J SEAL DETAIL

TRIM TO SIZE OF 3/8"R

2 1/4 "

M

IN

IM

U M S

E E N

O T

E

1'-0" MINIMUM, SEE NOTE 2

DETAIL

SEE J SEAL

TRIM TO SIZE,

SCALE: 3" = 1'-0"

ONE REQUIRED AS SHOWN AND ONE OPPOSITE HAND

J SEAL MOLDED TOP CORNER DETAIL

SCALE: 3" = 1'-0"

ONE REQUIRED AS SHOWN AND ONE OPPOSITE HAND

J SEAL MOLDED BOTTOM CORNER DETAIL

CUT TO SIZE

3/8" X 45° CHAMFER

3/8" X 45° CHAMFER

2 1/4 "

5/16

TYP

PL, FCM

1 1/4" SKIN

PL, FCM

1 1/4" SKIN

PL, FCM

1 1/4" SKIN

PL, FCM

1 1/4" SKIN

PL, FCM

1 1/4" SKIN

3. WRAP ALL WELDS, UNLESS OTHERWISE NOTED. REFER TO NOTES ON S-001.

2. MOLED CORNER SEAL JOINTS ARE TO BE HOT VULCANIZED SPLICE.

1. SEE STRUCTURAL NOTES ON SHEET S-001.

/0

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A

M U

E H

L E

C K P

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U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

O M

A H

A D

IS

T R

M

IL

E S P

E

A N

S I F

G R

S -5

X X

X .d g n

K

IM

H O

L T

B S

T O

L T P

E

S H

E E

T T

W O

D E

T A

IL

S

B U

L K

H E

A D L

E A

S-502

A

K E B

U L

K H

E A

D M

IS

S O

U R I

R

IV

E R

G R

-5 -5 -0 -6

G A

R R

IS

O N D

A M A

N D R

E S

E R

V O

IR

A3

S-101

N

FLOW

W F

Q

FLOW

SECTION

SCALE: 3" = 1'-0"

A

S-502

S-502

DETAIL - LEAF BOTTOM

SCALE: 3" = 1'-0"

TYP, 2 PLCS

DETAIL - GUIDE SHOE TIP

SCALE: 12" = 1'-0"

C

S-502

B

S-502

B

SECTION

SCALE: 3" = 1'-0"

C

SECTION

SCALE: 3" = 1'-0"

DRAWING PLOT SIZE: ANSI F

D

C

A

B

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 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

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

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N M

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R of Engineers

US Army Corps

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BORDER VERSION UPDATE [09-2012]

S-502SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:45:45 AM

SCALE: 6" = 1'-0"

TOP SEAL RETAINING BAR

SCALE: 6" = 1'-0"

BOTTOM SEAL RETAINING BAR

1/2 "R

1/2 "R

1/2 "R 1/2 "R

1/2 "R 1/8 "R 1/8 "R

1/2 "R

1/2 "R

1/2 "R

1 1/2 "

/4

3/4 " 3/4 "

/2

/1

/2

/1

/2

/1

1 9/16 "

/2

/1

1 9/16 "1 9/16 "

SCALE: 6" = 1'-0"

TWO REQUIRED PER BULKHEAD, ONE OPPOSITE HAND

SIDE SEAL RETAINING BAR

/2

4" MAX OC SPACING

4" MAX OC SPACING

1 9/16 "

12'-6 1/8"

12'-6 1/8"

WEB PL 5/8"

WEB PL 5/8"

FLANGE PL 9" X 1"

FLANGE PL 9" X 1"

COMPONENTS ARE NOT SHOWN

ACTUATOR SHAFT AND

FLANGE PL 9" X 1"

FLANGE PL 9" X 1"

/2

1'- 7/8 "

13/16 " TYP 6 PLCS

1'-8"

/4

1"1 1/4 "

10"

1'-6 3/4 "

/4

/4

/4

/4

SCALE: 3" = 1'-0"

EQUALIZING VALVE MOUNTING PL

SCALE: 3" = 1'-0"

EQUALIZING VALVE MOUNTING BARS

1'-5"

15°

TYP

30°

COMPONENTS ARE NOT SHOWN

ACTUATOR SHAFT AND ACTUATOR

ON THIS SHEET

VALVE MOUNTING PL

SEE EQUALIZING

ON THIS SHEET

VALVE MOUNTING PL

SEE EQUALIZING

ON THIS SHEET

VALVE MOUNTING BAR

SEE EQUALIZING

ON THIS SHEET

VALVE MOUNTING BAR

SEE EQUALIZING

1" PL

1'-8"

1'-6 3/4 "

10"

1 1/4 "

(SHOWN NOT SECTIONED)

12" EQUALIZING VALVE

3 1/16 "

1 1/2 "

3/4 "

M A

X O

C S

P A

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IN

G /2

3 1/16 "

1 9/16 "

/8 T

H R

O U

G H S

K

IN

P

L

PIPE EXTENSION, TYP

HAVE BOLT HOLES

THIS PIPE FLANGE NOT TO

SEE SHEET S-101

SHAFT COMPONENTS

TYP 12 PLCS

COUNTERSUNK BOLT, GALVANIZED

SEE NOTE 2

SEE NOTE 2 SEE NOTE 2

(SHOWN NOT SECTIONED)

ACTUATOR

3/8

TYP

UT

CJP

G

SEE NOTE 3

TYP 2 PLCS

PIPE FLANGE,

/4 M

IN

T

Y P

FOR CLARITY

BOLTS NOT SHOWN

FOR CLARITY

BOLTS NOT SHOWN

TYP 6 PLCS

COUNTERSUNK BOLT, GALVANIZED

SKIN PL, FCM

FACE OF 1 1/4"

4. WRAP ALL WELDS, UNLESS OTHERWISE NOTED. REFER TO NOTES ON S-001.

3. PLATES ARE A709. PLATE SIZES TO MATCH OR EXCEED ASME B16.5

1. SEE STRUCTURAL NOTES ON SHEET S-001.

C4

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S-503

G

SECTION

SCALE: 12" = 1'-0"

E

SECTION

SCALE: 12" = 1'-0"

F

SECTION

SCALE: 12" = 1'-0"

D

S-503

D

ELEVATION - LOOKING UPSTREAM

SCALE: 3" = 1'-0"

C

SECTION - VALVE

SCALE: 3" = 1'-0"

DRAWING PLOT SIZE: ANSI F

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BORDER VERSION UPDATE [09-2012]

S-503SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:45:49 AM

6" 6"

OF BULKHEAD>

& GUIDE SHOES

OF GATE GUIDES>

/8

(6

/1

BEARING BAR 3 1/2" X 5/8"

J SEAL, SEE DETAIL ON SHEET S-502

TYP 6 PLCS

WEB PL FOR 1 1/4" BOLT,

HOLE THROUGH TOP

2'-2 1/4 "

6"

9"

3"

>SYMM ABOUT

OF BULKHEAD>

>SYMM ABOUT

OF BULKHEAD>

2'-3 1/4 "

TOP WEB PL 5/8"

TOP WEB PL 5/8"

DIAPHRAGM PL 1/2"

2"R

2"R

1" TYP 16 PLCSR

4 3/4 "

9 1/2 "

/4

& GUIDE SHOES

OF GATE GUIDES>

DIAPHRAGM PL 1/2"

/2 P

L

1/2 " PL

1/2 " PL TYP 8 PLCS

SEE DETAIL 7 THIS SHEET

THROUGH TOP WEB PL ,

TYP 6 PLCS, TO MATCH HOLES

HOLE FOR 1 1/4" BOLT,

PL 1/2" X 9 1/2"

4" (6 13/16 ")

PL 1/2" X 9 1/2"

PL 1/2" X 9 1/2"

PL 1/2" X 6" PL 1/2" X 6"

PL 1/2" X 6"

TYP 8 PLCS

PL 1/2" X 6"

>SYMM ABOUT

HOOK NOT SHOWN TO SCALE

CONTRACTOR DESIGNED HOOK,

TOP WEB PL 5/8"

& GUIDE SHOES

OF GATE GUIDES>

10 1/4 "

7/16 " (9 13/16 ")

TYP 6 PLCS

WASHERS, AND NUT

A449 TYPE 1, GALVANIZED,

7/16 "

OF BULKHEAD>

1'-1"

6 1/2 "

BOTTOM WEB PL 5/8"

1" TYP 4 PLCSR

& GUIDE SHOES

OF GATE GUIDES>

/8

SEE SHEET S-504 FOR DETAILS

HOLES PICTORIALLY SHOWN ONLY,

IN 5/8" TOP WEB PL ONLY,

6 HOOK MOUNTING HOLES

(1 /4

(C O

N T

R O

L D

IM

E N

S

IO

N

/1

(CONTROL DIMENSION)

THE CENTER OF GRAVITY

9 13/16 " ESTIMATED DISTANCE TO

SCALE: NTS

LIFTING SUPPORT BEAM

PLAN - LIFTING SUPPORT BEAM

CLARITY

OMITTED FOR

TOP WEB PL

OF LIFTING SUPPORT BEAM>

>> OF LIFTING SUPPORT BEAM, SYMM ABOUT

1"

TYP 8 PLCS

PL 1/2" X 6",

X 1'-8" LONG

PL 1/2" X 9 1/2"

TYP 8 PLCS

PL 1/2" X 6",

LIFTING HOOK, TYP

OF HOLE FOR MOUNT >

PL, FCM

1 1/4" SKIN

PL, FCM

1 1/4" SKIN

PL, FCM

1 1/4" SKIN

PL, FCM

1 1/4" SKIN

3. WRAP ALL WELDS, UNLESS OTHERWISE NOTED. REFER TO NOTES ON S-001.

2. CONTRACTOR TO DESIGN HOOK. REFER TO SECTION 41 01 20.72 26.

1. SEE STRUCTURAL NOTES ON SHEET S-001.

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S-504

D

SECTION - HOOK ACCESS HOLE

SCALE: 3" = 1'-0"

ACCESS HOLE IN BOTTOM WEB PL ONLY

E

LIFTING SUPPORT BEAM

SCALE: 3" = 1'-0"

FRACTURE CRITICAL MEMBER

A

SECTION - LIFTING SUPPORT BEAM

SCALE: 6" = 1'-0"

DETAIL - LIFTING HOOK BOLT HOLES

SCALE: 3" = 1'-0"

DRAWING PLOT SIZE: ANSI F

D

C

A

B

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IDENTIFICATION

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BORDER VERSION UPDATE [09-2012]

S-504SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:45:53 AM

O W

FLOW

SCALE: 1" = 1'-0"

ELEVATION - FRONT (UPPER LEAF)

NOTES:

COMPRESSED AIR LINE QUICK DISCONNECT COUPLING

WORKING PRESSURE OF 200 PSIG

PROVIDE RIGID COMPRESSED AIR LINE SUITABLE FOR MINIMUM

ON TOP OF UPPER LEAF

COMPRESSED AIR LINE QUICK DISCONNECT COUPLING

COUPLING

COMPRESSED AIR LINE QUICK DISCONNECT

12" PLUG STYLE EQUALIZING VALVE

TO PROVIDE) ON THE INTAKE DECK FLOOR.

TO REACH THE HOSE REEL ASSEMBLY (CONTRACTOR

COMPRESSED AIR FLEX LINE. APPROXIMATELY 200 FT

EQUALIZING VALVE

LIFTING STRENGTHING MEMBERS.

AIR LINE NOT TO COMPROMISE THE

SHEET S-503.

PIPE EXTENSION WITH FLANGES, SEE

SHEET S-503.

PIPE EXTENSION WITH FLANGES, SEE

INSTALLATION DETAILS.

VALVE, ACTUATOR, AND PIPING

SEE SHEET S-503 FOR EQUALIZING

MEMBERS, SEE SHEET S-503.

LIFTING STRENGTHENING

5. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.

ACTUATORS, REFER TO SPECIFICATION SECTION 23 64 26.

4. FOR ADDITIONAL REQUIREMENTS RELATED TO THE EQUALIZING VALVES AND

DECK FLOOR.

SUCH THAT THE EQUALIZING VALVE CAN BE ACTUATED FROM THE INTAKE

AND FLEX LINE OF ADEQUATE LENGTH AND OPERATIONAL PRESSURE CLASS

3. CONTRACTOR SHALL PROVIDE RIGID SECTION OF COMPRESSED AIR PIPING

ACTUATOR, PIPING, AND FLANGES WITH FABRICATION OF NEW BULKHEA GATE

2. CONTRACTOR SHALL COORDINATE INSTALLATION OF EQUALIZING VALVE,

FOR SUBMERGED OPERATION (200 FT BELOW WATER).

BULKHEAD UPPER LEAF. THE PNEUMATIC ACTUATOR SHALL BE SUITABLE

PNEUMATIC ACTUATOR IS TWO (2). EACH SET TO BE INSTALLED ON NEW

1. REQUIRED QUANTITY OF THE EQUALIZING VALVE AND THE SUBMERSIBLE

ACTUATOR

SUBMERSIBLE SINGLE ACTING SPRING RETURN PNEUMATIC

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M-201

A

SECTION

SCALE: 1" = 1'-0"

B

M-201

B

SECTION

SCALE: 1" = 1'-0"

DRAWING PLOT SIZE: ANSI F

D

C

A

B

S O

L

IC

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BORDER VERSION UPDATE [09-2012]

M-201SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:45:55 AM

THESE 3/4" GATE VALVES TO OPERATE TWO (2) PNEUMATIC ACTUATORS.

VALVES, AND PNEUMATIC ACTUATORS ARE TO BE OPERATED AT THE SAME TIME. CONTRACTOR SHALL PROVIDE DUAL OUTLET COUPLINGS FITTED TO

(2) PENSTOCK GATE WELLS. CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATION AND QUANTITY OF VALVES. NEW BULKHEAD GATES, EQUALIZING TYPICAL 3/4" GATE VALVE ON HIGH PRESSURE AIR PIPING ALONG THE PLAN SOUTH SIDE WALL. ONE (1) GATE VALVE TYPICALLY LOCATED BETWEEN TWO

U .S

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PHOTO OF TYPICAL 3/4" GATE VALVE ON HIGH PRESSURE AIR LINE

SCALE: N.T.S.

COMPRESSED AIR SYSTEM SCHEMATIC

SCALE: N.T.S.

DRAWING PLOT SIZE: ANSI F

D

C

A

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BORDER VERSION UPDATE [09-2012]

M-601SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:45:58 AM

HIGH PRESSURE COMPRESSED AIR SYSTEM.

TYPICAL LOCATION OF 3/4" GATE VALVE ON

A P

P R

O X

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A T

E L

Y

OUTLET COUPLINGS FOR AIR HOSES

CONTRACTOR TO PROVIDE DUAL CONNECTION

COUPLINGS.

LENGTH OF COMPRESSED AIR HOSE AND

(3/4" GATE VALVE) AND PROVIDE ADEQUATE

LOCATION OF COMPRESSED AIR OUTLETS

CONTRACTOR SHALL FIELD VERIFY EXACT

AND MOUNTABLE.

REEL ASSEMBLIES SHALL BE PORTABLE

RETRACTING HOSE REELS (2). THE HOSE

CONTRACTOR TO PROVIDE AUTOMATIC

STRUCTURE.

TWO PENSTOCK GATE WELLS IN THE INTAKE

ALONG THE SOUTH SIDE OF WALL BETWEEN

HIGH PRESSURE COMPRESSED AIR SYSTEM

TYPICAL LOCATION OF 3/4" GATE VALVE ON

NOTES:

U .S

A R

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PIPING PLAN - BLOCK B

SCALE: N.T.S.

EXPANSION JOINT DETAIL FOR PIPE ALONG SOUTH WALL

SCALE: N.T.S.

DRAWING PLOT SIZE: ANSI F

D

C

A

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IDENTIFICATION

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BORDER VERSION UPDATE [09-2012]

M-701SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 7/18/2018 8:47:03 AM