Flushing Lock PLAN_SET_RVW-2025-11-24-DRAFT_RDB_WALL__FOR_FRP_INDUSTRY_DAY.pdf

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PROJECT LOCATION

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INTERBASIN PROJECT

JOLIET, ILLINOIS

BRANDON ROAD L&D

ILLINOIS RIVER BASIN

60% REVIEW PLAN SET

ROCK ISLAND DISTRICT

INCREMENT II - FLUSHING LOCK SITE CONSTRUCTION

SITE PLAN - SURVEY CONTROLV-101

SURVEY

SITE PLAN - DAM SPILLWAY SITE ACCESSG-105

SITE PLAN - LOCK AND GOVERNMENT OFFICE SITE ACCESSG-104

SITE PLAN - WORK LIMITS AND STAGING AREASG-103

SITE PLAN - ENLARGED - EXISTING CONDITIONSG-102

SITE PLAN - EXISTING CONDITIONSG-101

ABBREVIATIONSG-004

LEGENDS, VICINITY MAP AND GENERAL NOTESG-003

SHEET INDEXESG-002

COVER SHEETG-001

DESCRIPTIONSHEET IDDISCIPLINE

SHEET INDEX

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®of Engineers

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VICINITY MAP PROJECT LOCATION MAP

of Engineers

US Army Corps

N.T.S.N.T.S.

ISSUE DATE:

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

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

DOWNSTREAM ELEVATION

A9

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

ELEVATION PROFILE

H9

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

PLAN

H1

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

UPSTREAM ELEVATION

1'-3 1/2" - 1'-5 1/2"WIDTH OF THE GATE6

7'-0"OUTSIDE FACES OF SKIN PLATE5

RESERVED4

7'-0"HEIGHT OF THE GATE3

7'-0"LENGTH OF THE GATE2

3'-6"CENTERLINE OF LIFTING EYE1

DEVIATIONMEASURED VALUETOLERANCEDESIGN VALUEDESCRIPTIONDIMENSION

FLUSHING VALVE CONTROL DIMENSIONS

UHMWP SLIDE

UHMWP SLIDE

UHMWP SLIDE

10"

/1

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®of Engineers

US Army Corps

U .S

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INTENT IS TO PROVIDE GATE AS GFE.6.

SHOWN IN THE APPROVED SHOP DRAWINGS.

MAY BE REQUIRED DEPENDENT ON THE DESIGN PROCESS AND WILL BE

BASED ON APPROVED SHOP DRAWINGS. ADDITIONAL CONTROL DIMENSIONS

HEAD GATE DEPICTED IN THESE PLANS. ACTUAL DIMENSIONS MAY VARY

THE DESIGN VALUE DIMENSIONS PROVIDED REPRESENT THE CONCEPTUAL 5.

OPPOSITE SIDE.

DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE MEASURED ON THE 4.

SHEETS.

TOLERANCES AS DESCRIBED AND SHOWN ON THE CONTROL DIMENSION

METHODS OF MEASUREMENT, WHERE FEASIBLE, TO VERIFY THE

THE CONTRACTOR MAY UTILIZE POSITION, PROFILE, OR ALTERNATIVE 3.

PROVIDED IN THE PRESENCE OF THE CONTRACTING OFFICER.

MEASURE AND RECORD ALL CONTROL DIMENSIONS SHOWN IN THE TABLE 2.

GATE TO ENSURE FIT AND FUNCTION.

ESTABLISH AND MAINTAIN FABRICATION DIMENSIONAL CONTROL OF HEAD 1.

DIMENSION NOTES

F L

O W

UPSTREAM SIDE

DOWNSTREAM SIDE

2'0 1' 4'

2'0 1' 4'2'0 1' 4'

2'0 1' 4'

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DOWNSTREAM ELEVATION

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

ELEVATION PROFILE

H9

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PLAN

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

UPSTREAM ELEVATION

1'-6" - 1'-10 3/4"WIDTH OF THE GATE6

14'-0"OUTSIDE FACES OF SKIN PLATE5

RESERVED4

14'-0"HEIGHT OF THE GATE3

14'-0"LENGTH OF THE GATE2

7'-0"CENTERLINE OF LIFTING EYE1

FILLING VALVE CONTROL DIMENSIONS

UHMWP SLIDE UHMWP SLIDE

UHMWP SLIDE

1'-9"

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US Army Corps

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SHOWN IN THE APPROVED SHOP DRAWINGS.

MAY BE REQUIRED DEPENDENT ON THE DESIGN PROCESS AND WILL BE

BASED ON APPROVED SHOP DRAWINGS. ADDITIONAL CONTROL DIMENSIONS

HEAD GATE DEPICTED IN THESE PLANS. ACTUAL DIMENSIONS MAY VARY

THE DESIGN VALUE DIMENSIONS PROVIDED REPRESENT THE CONCEPTUAL 5.

OPPOSITE SIDE.

DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE MEASURED ON THE 4.

SHEETS.

TOLERANCES AS DESCRIBED AND SHOWN ON THE CONTROL DIMENSION

METHODS OF MEASUREMENT, WHERE FEASIBLE, TO VERIFY THE

THE CONTRACTOR MAY UTILIZE POSITION, PROFILE, OR ALTERNATIVE 3.

PROVIDED IN THE PRESENCE OF THE CONTRACTING OFFICER.

MEASURE AND RECORD ALL CONTROL DIMENSIONS SHOWN IN THE TABLE 2.

GATE TO ENSURE FIT AND FUNCTION.

ESTABLISH AND MAINTAIN FABRICATION DIMENSIONAL CONTROL OF HEAD 1.

DIMENSION NOTES

F L

O W

UPSTREAM SIDE

DOWNSTREAM SIDE

0 2' 4'1'

0 2' 4'1'0 2' 4'1'

0 2' 4'1'

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DOWNSTREAM ELEVATION

A9

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

ELEVATION PROFILE

H9

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

PLAN

H1

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

UPSTREAM ELEVATION

1'-3 1/2" - 1'-5 1/2"WIDTH OF THE GATE6

7'-0"OUTSIDE FACES OF SKIN PLATE5

5'-0"INSIDE FACES OF LIFTING EYES4

7'-0"HEIGHT OF THE GATE3

7'-0"LENGTH OF THE GATE2

6'-0"OUTSIDE FACES OF LIFTING EYE1

FLUSHING PORT BULKHEAD CONTROL DIMENSIONS

UHMWP SLIDE

UHMWP SLIDE

10"

/1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

US Army Corps

U .S

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P S

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G

IN

E E

R S

SHOWN IN THE APPROVED SHOP DRAWINGS.

MAY BE REQUIRED DEPENDENT ON THE DESIGN PROCESS AND WILL BE

BASED ON APPROVED SHOP DRAWINGS. ADDITIONAL CONTROL DIMENSIONS

HEAD GATE DEPICTED IN THESE PLANS. ACTUAL DIMENSIONS MAY VARY

THE DESIGN VALUE DIMENSIONS PROVIDED REPRESENT THE CONCEPTUAL 5.

OPPOSITE SIDE.

DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE MEASURED ON THE 4.

SHEETS.

TOLERANCES AS DESCRIBED AND SHOWN ON THE CONTROL DIMENSION

METHODS OF MEASUREMENT, WHERE FEASIBLE, TO VERIFY THE

THE CONTRACTOR MAY UTILIZE POSITION, PROFILE, OR ALTERNATIVE 3.

PROVIDED IN THE PRESENCE OF THE CONTRACTING OFFICER.

MEASURE AND RECORD ALL CONTROL DIMENSIONS SHOWN IN THE TABLE 2.

GATE TO ENSURE FIT AND FUNCTION.

ESTABLISH AND MAINTAIN FABRICATION DIMENSIONAL CONTROL OF HEAD 1.

DIMENSION NOTES

F L

O W

UPSTREAM SIDE

DOWNSTREAM SIDE

2'0 1' 4'

2'0 1' 4'2'0 1' 4'

2'0 1' 4'

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CULVERT ELEVATION

A9

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

ELEVATION PROFILE

H9

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

PLAN

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

CHAMBER SIDE ELEVATION

9'-6"WIDTH OF THE GATE6

9'-5"OUTSIDE FACES OF SKIN PLATE5

6'-11"INSIDE FACES OF LIFTING EYES4

9'-6"HEIGHT OF THE GATE3

1'-7"LENGTH OF THE GATE2

7'-11"OUTSIDE FACES OF LIFTING EYE1

HEAD GATE CONTROL DIMENSIONS

SKIN PLATE

NEW CULVERT PORT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps

U .S

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P S

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IN

E E

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SHOWN IN THE APPROVED SHOP DRAWINGS.

MAY BE REQUIRED DEPENDENT ON THE DESIGN PROCESS AND WILL BE

BASED ON APPROVED SHOP DRAWINGS. ADDITIONAL CONTROL DIMENSIONS

HEAD GATE DEPICTED IN THESE PLANS. ACTUAL DIMENSIONS MAY VARY

THE DESIGN VALUE DIMENSIONS PROVIDED REPRESENT THE CONCEPTUAL 5.

OPPOSITE SIDE.

DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE MEASURED ON THE 4.

SHEETS.

TOLERANCES AS DESCRIBED AND SHOWN ON THE CONTROL DIMENSION

METHODS OF MEASUREMENT, WHERE FEASIBLE, TO VERIFY THE

THE CONTRACTOR MAY UTILIZE POSITION, PROFILE, OR ALTERNATIVE 3.

PROVIDED IN THE PRESENCE OF THE CONTRACTING OFFICER.

MEASURE AND RECORD ALL CONTROL DIMENSIONS SHOWN IN THE TABLE 2.

GATE TO ENSURE FIT AND FUNCTION.

ESTABLISH AND MAINTAIN FABRICATION DIMENSIONAL CONTROL OF HEAD 1.

DIMENSION NOTES

FLOW

0 2' 4'1'

0 2' 4'1'0 2' 4'1'

0 2' 4'1'

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NEW LOCK FLOOR BULKHEAD RECESS, TYP

NEW FILLING VALVE AND

LATCH, TYP

NEW MITER GATE

ACTIVITY.

PROTECT ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION 1.

GENERAL SHEET NOTES

FLOW

0 4' 8'2'

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NEW BULKHEAD AND FILLING VALVE RECESS AND GALLERY - UPSTREAM LANDWALL

A d m in D il lo n D a rv in R

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2'-0" 2'-0" 2'-0" 2'-0" 3'-0"

(E) GALLERY

GALLERY

BULKHEAD RECESS

ACCESS WELL

FILLING VALVE RECESS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

US Army Corps

U .S

A

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O R

P S

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G

IN

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R S

VALVE MACHINERY NOT SHOWN FOR CLARITY.2.

ACTIVITY.

PROTECT ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION 1.

GENERAL SHEET NOTES

FLOW

0 4' 8'2'

A1

SC303

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NEW BULKHEAD AND FILLING VALVE RECESS AND GALLERY - UPSTREAM I-WALL

" 5

2'-0" 2'-0" 2'-0" 2'-0" 2'-0"

3'-0"

A d m in D il lo n D a rv in R

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BULKHEAD RECESS

ACCESS WELL

FILLING VALVE RECESS

GALLERY(E) GALLERY

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US Army Corps

U .S

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VALVE MACHINERY NOT SHOWN FOR CLARITY.2.

ACTIVITY.

PROTECT ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION 1.

GENERAL SHEET NOTES

0 4' 8'2'

FLOW

A1

SC303

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ELEVATION - UPSTREAM LANDWALL CULVERT PORTS

7'-0"

EXISTING CHAMBER PORTS (TYP)

PLACE NEW CONCRETE TO FILL

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9'-6 1/2 "

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®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

VALVE MACHINERY NOT SHOWN FOR CLARITY.2.

ACTIVITY.

PROTECT ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION 1.

GENERAL SHEET NOTES

FLOW

0 4' 8'2'

A1

SC307

EL 542.22

EL 512.22

TOP OF PORT

EL 506.22

BOTTOM OF PORT

EL 504.22

BOTTOM OF BH RECESS

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SCALE: 3/16" = 1'-0"

ELEVATION - UPSTREAM RIVERWALL CULVERT PORTS

A d m in D il lo n D a rv in R

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EXISTING CHAMBER PORTS (TYP)

PLACE NEW CONCRETE TO FILL

7'-0"

6'-6"

9'-6 3/4 "

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

US Army Corps

U .S

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O R

P S

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E N

G

IN

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R S

VALVE MACHINERY NOT SHOWN FOR CLARITY.2.

ACTIVITY.

PROTECT ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION 1.

GENERAL SHEET NOTES

FLOW

8'0 4' 16'

EL 542.22

EL 512.22

TOP OF PORT

EL 506.22

BOTTOM OF PORT

EL 504.22

BOTTOM OF BH RECESS

S-307

A1

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SECTION - FILLING VALVE RECESS - LOOKING DOWNSTREAM

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NEW CONCRETE GALLERY

30'-0"

503'-0"

BEDROCK -

TOP OF

ESTIMATED

CONCRETE

EXTENT OF

LATERAL

ESTIMATED

15'-6"

NEW SIDEWALK

A11

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

SECTION - FILLING VALVE RECESS - LOOKING UPSTREAM

2'-0"15'-6"2'-0"

23'-3"

2'-0" 3'-9"

EXISTING CONCRETE

SAWCUT AND REMOVE

± 2'-5" ± 2'-5"

503'-0"

BEDROCK -

TOP OF

ESTIMATED

1'-9"12'-0"1'-9"

CULVERT INVERT

1'-9"12'-0"1'-9"

CULVERT INVERT

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US Army Corps

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EL 542.22

0 4' 8'2' 0 4' 8'2'

INTERMEDIATE WALL SHOWN. LAND WALL OPPOSITE HAND.1.

GENERAL SHEET NOTES

EL 542.22

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A1

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

SECTION - FILLING VALVE RECESS - LOOKING DOWNSTREAM

NEW CONCRETE GALLERY

30'-0"

503'-0"

BEDROCK -

TOP OF

ESTIMATED

CONCRETE

EXTENT OF

LATERAL

ESTIMATED

15'-6"

NEW SIDEWALK

A11

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

SECTION - FILLING VALVE RECESS - LOOKING UPSTREAM

2'-0" 3'-9"

EXISTING CONCRETE

SAWCUT AND REMOVE

503'-0"

BEDROCK -

TOP OF

ESTIMATED

3'-0" 6'-3"6'-3"2'-0"3'-9"

23'-3"

1'-9"12'-0"1'-9"

1'-9"12'-0"1'-9"

CULVERT INVERT CULVERT INVERT

EL 542.22

0 4' 8'2' 0 4' 8'2'

INTERMEDIATE WALL SHOWN. LAND WALL OPPOSITE HAND.1.

GENERAL SHEET NOTES

EL 542.22

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SECTION - BULKHEAD AND FILLING VALVE RECESS ALONG CULVERT CENTERLINE

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2'-0"

2'-0"

2'-0"

2'-0"

13'-0"

4'-0" 2'-0"2'-0"

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MONOLITH

CONCRETE

EXISTING

CULVERT INVERT

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0 8'4' 16'

EL 542.22

2. LANDWALL SHOWN. I-WALL SIMILAR.

1. REINFORCING TO BE DETERMINED IN A FUTURE SUBMITTAL.

GENERAL SHEET NOTES

MONOLITH 11 (LANDWALL)

MONOLITH 12 (I-WALL)

MONOLITH 9 (LANDWALL)

MONOLITH 10 (I-WALL)

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

DETAIL - BULKHEAD AND FILLING VALVE REINFORCEMENT

A d m in D il lo n D a rv in R

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

DETAIL - BULKHEAD AND FILLING VALVE REINFORCEMENT

13'-0"

3'-0"2'-0"4'-0"2'-0"2'-0"

2'-0"

Ø

C

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2'-0"2'-0" 3'-0"2'-0"

@12" OC

#X REBAR

@12" OC

#XB

@12" OC

#XB

@10" OC

#8

#X DOWELS @ 24" OC #X DOWELS @ 24" OC

#5@8"OC

#5@8"OC

#5@8"OC

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®of Engineers

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FLOW

L CULVERTC

0 4' 8'2' 0 4' 8'2'

L CULVERTCDRAFT

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SCALE: 3" = 1'-0"

DETAIL - FILLING VALVE RECESS ASSEMBLY

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DETAIL - GUIDE BRACKET

3'-0"2'-0" 2'-0"4'-0"2'-0"

4"

4"

2"1'-4"2"2"1'-4"2"

PROVIDE OVERSIZED HOLES FOR THREADED ROD (TYP)

L6x6x3/4" VRACKETS @ 4'-0" MAX 12" FROM ENDS

FOR LATERAL ADJUSTMENT

WASHERS AT EACH BRACKET

NUTS AND OVERSIZED

Ø1" THREADED ROD W / DBL

BULKHEAD RECESS ASSEMBLY

FILLING VALVE RECESS ASSEMBLY

FOR THREADED RODS

PROVIDE OVERSIZED HOLES

MAX, 12" FROM BOTH ENDS.

W10x24 BRACKETS @ 6'-0"

PRIOR TO CONCRETE POUR

ADJUSTMENT OF RECESS ASSEMBLY

AT EACH BRACKET FOR LATERAL

DBL NUTS AND OVERSIZED WASHERS

(4) Ø1" THREADED ROD ANCHORS W/

EMBED 1'-0" IN EPOXY GROUT (TYP)

DRILL HOLES FOR THREADED ROD ANCHORS,

COUPLER NUT AS REQUIRED

/8

1/8 "

1"

/4

6"

3 1/2 "1 1/4 "

COUNTERSUNK SCREWS (TYP)

DRILL AND TAP FOR Ø5/8"

1'-11" 1" 6"6"

/4

1" 1"

6" 6"

1'-0"1'-0"

1 3/8 " 1 3/8 "

2 1/16 "

2 1/16 "

/4

R

2"

R

SHOWN

CORNERS AS

INTERIOR

PLATES AT

TO WELD TWO

IT IS ACCEPTABLE

1 1/2" BEARING PLATE

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

DETAIL -

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CLR

CLR

(1/2)

(1/2)

PJP

100% MT

TYP

3/16

3/16

6"0 3" 1'6"0 3" 1'

1' 2'0 6"

1/4"

1/4"

3/16

CJP, UT

TYP

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3/16"

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1/4"

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

DETAIL

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12'-0"

S

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11'-4"4"

15'-6"

5 SPACES @ 2'10" = 14'-2"8"

1'-1"

8 SPACES @ 1'-6" = 12'-0" 1'-1"

7"

10"

4"

WT 6x15

Ø5/8" HEADED ANCHORS, TYP

S

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12'-0"

GUIDE BRACKET, TYP

1'-11" EXACT

3/4 " 8 1/2 "

1 3/8 " 1 3/8 "

4 1/4 "

8 1/2 " 6"

/4

1"

6"

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

DETAIL

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DETAIL - FILLING VALVE RECESS SECTION

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DETAIL - FILLING VALVE RECESS

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8"

8 1/2 "6"

4 1/4 "

1 3/8 " 1 3/8 "

8 1/2 " 6"

2'-0"

3/4" PLATE

Ø5/8" ANCHOR

GUIDE BRACKET

W6x15

2'-0"

3/4" PLATE

1 1/2" BEARING PLATE

R

SCREWS, TYP

COUNTERSUNK

HOLES FOR 5/8"

DRILL AND TAP

CULVERT INVERT

CULVERT INVERT

CULVERT INVERT

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SC508

1' 2'0 6" 1' 2'0 6"

0 2' 4'1' 0 2' 4'1'0 2' 4'1'

CJP, TYP

3/16

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DETAIL

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12'-0"

S

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11'-4"4"

15'-6"

5 SPACES @ 2'10" = 14'-2"8"

1'-1"

8 SPACES @ 1'-6" = 12'-0" 1'-1"

7"

10" 4"

WT 6x15

Ø5/8" HEADED ANCHORS, TYP

S

P A

C E

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S

P A

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GUIDE BRACKET, TYP

1'-11" EXACT

3/4 "8 1/2 "

1 3/8 "1 3/8 "

4 1/8 "

8 1/2 "6"

/4

1"

6"

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

DETAIL

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DETAIL - FILLING VALVE RECESS SECTION

G10

DETAIL - FILLING VALVE RECESS

8 1/2 "6"

4 1/8 "

1 3/8 " 1 3/8 "

8 1/2 " 6"

2'-0"

3/4" PLATE

Ø5/8" ANCHOR

2'-0"

2'-0"2'-0"

1'-3 1/4 "

15'-6"

9"

6'-0"6'-0"

6'-4 1/4 " 6'-4 1/4 " 1'-3 3/4 "

Ø5/8" ANCHOR

EXISTING CONCRETE

2'-0" 1 1/2 "

1 1/2" BEARING PLATE

SCREWS, TYP

COUNTERSUNK

HOLES FOR 5/8"

DRILL AND TAP

SCREWS, TYP

COUNTERSUNK

HOLES FOR 5/8"

DRILL AND TAP

R

2"

R

3/4" PLATE, TYP, UNO

SURFACE

CONCRETE

EXISTING

SNOOTH

GRIND

1'-9" 6'-0" 6'-0"

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1' 2'0 6" 1' 2'0 6"

0 2' 4'1' 0 2' 4'1'0 2' 4'1'

RECESS

BULKHEAD

ACCESS

WELL

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.d g n

ELEVATION IS 504.22'

BOTTOM OF VALVE

WHEN VALVE IS OPEN,

ELEVATION IS 497.22'

BOTTOM OF VALVE

WHEN VALVE IS CLOSED,

ELEVATION IS 501.26'

BOTTOM OF VALVE

WHEN VALVE IS OPEN,

ELEVATION IS 489.26'

BOTTOM OF VALVE

WHEN VALVE IS CLOSED,

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®of Engineers

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ACCOMODATE LOADS.

MIMIC THE EXISTING COMPONENTS WITH NEW COMPONENTS TO

BRACING TO BE INCLUDED IN A FUTURE SUBMITTAL. DESIGN INTENT IS TO

HYDRAULIC CYLINDER EXTENSIONS, VALVE CONNECTIONS, VALVES, AND 1.

GENERAL NOTES

SHEET KEYNOTES

XXXX1.

A1

SECTION - LOCK FLUSHING CYLINDER-VALVE

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

A8

SECTION - LOCK FILLING CYLINDER-VALVE

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SCALE: 3/8"=1'-0"

DOWNSTREAM ELEVATION

A9

SCALE: 3/8"=1'-0"

ELEVATION PROFILE

H9

SCALE: 3/8"=1'-0"

PLAN

H1

SCALE: 3/8"=1'-0"

UPSTREAM ELEVATION

1'-7 5/16"WIDTH OF THE GATE6

16'-6 7/16"OUTSIDE FACES OF SKIN PLATE5

14'-7 6/16"INSIDE FACES OF LIFTING EYES4

16'-0"HEIGHT OF THE GATE3

18'-11 1/4"LENGTH OF THE GATE2

16'-7 6/16"OUTSIDE FACES OF LIFTING EYE1

HEAD GATE CONTROL DIMENSIONS

UHMWP SLIDE

UHMWP SLIDE

1'-7"

/4

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4'0 2' 8' 4'0 2' 8'

4'0 2' 8'4'0 2' 8'

SHOWN IN THE APPROVED SHOP DRAWINGS.

MAY BE REQUIRED DEPENDENT ON THE DESIGN PROCESS AND WILL BE

BASED ON APPROVED SHOP DRAWINGS. ADDITIONAL CONTROL DIMENSIONS

HEAD GATE DEPICTED IN THESE PLANS. ACTUAL DIMENSIONS MAY VARY

THE DESIGN VALUE DIMENSIONS PROVIDED REPRESENT THE CONCEPTUAL 5.

OPPOSITE SIDE.

DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE MEASURED ON THE 4.

SHEETS.

TOLERANCES AS DESCRIBED AND SHOWN ON THE CONTROL DIMENSION

METHODS OF MEASUREMENT, WHERE FEASIBLE, TO VERIFY THE

THE CONTRACTOR MAY UTILIZE POSITION, PROFILE, OR ALTERNATIVE 3.

PROVIDED IN THE PRESENCE OF THE CONTRACTING OFFICER.

MEASURE AND RECORD ALL CONTROL DIMENSIONS SHOWN IN THE TABLE 2.

GATE TO ENSURE FIT AND FUNCTION.

ESTABLISH AND MAINTAIN FABRICATION DIMENSIONAL CONTROL OF HEAD 1.

DIMENSION NOTES

F L

O W

UPSTREAM SIDE

DOWNSTREAM SIDE

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A1

SCALE:

SECTION - HEADGATE MACHINERY - DOWNSTREAM

A10

SCALE:

SECTION - HEADGATE MACHINERY - UPSTREAM

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US Army Corps

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SHEET KEYNOTES

1.

ACTIVITY.

PROTECT ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION 1.

GENERAL NOTES

8'0 4' 16'8'0 4' 16'