Reference Drawings Set 10 - Lock and Dam 20 Reference Drawings.pdf

8 80 16

SCALE IN FEET

STORAGE YARD PLAN

S010

B M

A

J C

Q

F R J

S T

O R

A G

E

Y A

R D

C S010 S011

C SERVICE BRIDGEL

A S010 S011

P P R

O X

P R

O X

C S010 S011

F L

O W

TYP - INDICATES

EXISTING CONCRETE

COLUMNS AND FOOTINGS

TYP

N

W

O

R K

P L A

N

NEW RAIL

FOUNDATION

NEW RAIL

FOUNDATION

NEW PORTION OF

CONCRETE WALL

EXISTING DOWNSTREAM

CONCRETE WALL

T Y

P I

C

L

T

I

N T

R

B U

L K

H E

D

I

F

U N

D A

T I

O N

B S010 S011

TYP

B S010 S011

TYP

N E

W

P

O R T I

N

C

O N C R E

L L

NEW CONCRETE SLAB

IN STORAGE YARD

S

H

O W

N

A S010 S011

TYP

TYP - INDICATES NEW

CONCRETE/SHEET PILE

WALL, SEE SHEET S012

S010 S012

NEW 20’ OF RAILING

ON EXISTING WALL,

SEE SHEET S021

NEW 20’ OF RAILING

ON EXISTING WALL,

SEE SHEET S021

NEW FENCE AROUND

PERIMETER OF STORAGE

YARD, SEE SHEETS

S020 & S021

7’-6" 7’-6" 8’-6"

Y

P I

C

L L

L K

H E

U N

D A

T I

O N

8’-6"

3’-0"

T Y

P

T Y

P

NEW GUIDE

SHEAVE BASE TYPICAL OF (2)

NEW GUIDE SHEAVE

BASE, SEE DETAIL

ON SHEET S013.

TYP. - STOP TAINTER

GATE RAILS EVEN WITH

D/S FACE OF EXISTING

SERVICE BRIDGE PIERS

TYPICAL - BULKHEAD

PEDESTAL, SIZE VARIES,

TOP OF FOUNDATION

ELEVATION 6" ABOVE TOP

OF RAIL, SEE NOTE 9

NEW VEHICLE AND

PERSONNEL GATES,

SEE NOTE 6

10’-0"

28’-0"29’-0"33’-0"17’-6"

S L

O P

E

S L

O P

E

P

O T

P

O T

S011S010

D

NEW SWIVEL

FAIRLEAD

FOUNDATION

L

NEW 10’ X 10’ X 5’

CRANE TEST WEIGHT

FOUNDATION, SEE

NOTE 12

NEW CONCRETE

EXPANSION JOINT

WITH WATERSTOP

INDICATES EXISTING

SERVICE BRIDGE OVERHEAD,

SEE SHEET S015

TYP - TAINTER BULK-

HEAD FOUNDATIONS

PROVIDE EXPANSION

JOINT

T Y

P

J W

C

EXISTING UPSTREAM

CONCRETE WALL,

SEE NOTE 14

TYPICAL EXISTING PILES

LEFT FROM DEMOLITION

OF SERVICE BRIDGE

C NEW LEVEE, SEE

CIVIL SHEETS

L

L

NEW ANTI-PERSONNEL

PANEL, SEE NOTE 6

TYP - ALL BULKHEAD

FOUNDATIONS PROVIDE

EXPANSION JOINT IN

CONCRETE AND STEEL

BEAM. DO NOT BREAK

RAILS AT JOINT

TYPICAL OF (2) NEW SWIVEL

FAIRLEAD FOUNDATION, SEE

DETAILS ON SHEET S013. TOP

OF CONCRETE EL. 490.0,

SEE NOTE 10

S T

O R

A

M I

T S

P R

O X

T E

NEW ANTI-PERSONNEL

PANEL, SEE NOTE 6

STORAGE YARD LIMITS - 153’-0" APPROX. - SEE NOTE 11

NOTES:

1. OVERHEAD SERVICE BRIDGE NOT SHOWN (OUTLINE IS SHOWN

DASHED). EXCAVATED SOILS MAY BE USED TO BACKFILL THE

SCOUR HOLE MORE THAN 6" BELOW THE BASE OF THE NEW SLAB.

2. CONTRACTOR SHALL REVIEW, COORDINATE, AND IMPLEMENT ALL

WORK REQUIRED UNDER THIS CONTRACT.

3. CONTRACTOR SHALL PLACE NEW COMPACTED AGGREGATE IN STORAGE YARD

IN PREPARATION FOR NEW CONCRETE SLAB. SOME AREAS OF THE EXISTING

STORAGE YARD MAY NEED TO BE EXCAVATED TO ACHIEVE NEW COMPACTED

BASE REQUIREMENTS. SEE SPECIFICATIONS FOR COMPACTION AND AGGREGATE

REQUIREMENTS.

4. THE CONTRACTOR SHALL PLACE A CONCRETE SLAB OVER THE STORAGE YARD,

FOR REQUIREMENTS, STORAGE YARD LIMITS, AND DETAILS SEE SHEET S030.

5. NEW GUIDE SHEAVE CONCRETE BASES SHALL BE PLACED AT THE CENTERLINE

OF THE BULKHEAD RAIL TRACK FOUNDATIONS, AND AGAINST THE NEW AND/OR

EXISTING CONCRETE WALL. BASES SHALL BE SEPARATE FROM WALL.

6. NEW CHAIN LINK FENCE AND GATE DETAILS ARE ON SHEETS S020 AND S021.

7. CONTRACTOR SHALL PROVIDE EXPANSION JOINTS WITH WATERSTOP IN

PERIMETER WALL AS SHOWN ON PLAN.

8. COMPACTED BASE FOR FOUNDATIONS AND NEW PERIMETER WALLS SHOULD BE

A MIN. 6" THICK BELOW THE CONCRETE SURFACE TO PROVIDE A STABLE

WORKING SURFACE WHERE EXISTING GROUND IS USED AS BOTTOM CONCRETE

FORM. MATERIAL SHOULD CONSIST OF NEW AGGREGATE BASE COURSE.

9. CONTRACTOR SHALL FIELD VERIFY LOCATION OF THE BULKHEAD SUPPORT

BEAMS ON DOWNSTREAM FACE OF THE BULKHEADS. THE CENTER OF THE NEW

PEDESTALS SHALL BE LOCATED ON THE C OF THESE SUPPORT BEAMS.

BULHEAD PEDESTALS SHALL BE SIMILAR TO BULHEAD RAIL FOUNDATION

SHOWN ON SHEET S011.

10. NEW SWIVEL FAIRLEAD FOUNDATIONS SHALL BE PLACED AT THE C OF THE

BULKHEAD RAIL TRACK FOUNDATIONS. THE FOUNDATIONS SHALL BE LOCATED

UPSTREAM TO DOWNSTREAM TO HAVE THE SWIVEL FAIRLEAD CENTERED ON THE

FOUNDATION AND THE WIRE ROPE FROM THE WINCH (LOCATED AT APPROX.

EL. 506.5) IS PLUMB WHEN TANGENT TO THE FAIRLEAD SHEAVE.

11. LENGTH OF STORAGE YARD SHALL BE BASED ON LAYOUT OF SHEETPILE, SUCH

THAT THE NEW CONCRETE WALL IS NEAR THE LENGTH SHOWN, BUT WHERE A

STANDARD CORNER PILE CAN BE USED TO TRANSITION 90^. THE LOCATION

SHALL BE COORDINATED WITH THE TIE-IN LOCATION AT ABUTMENT A.

L

12. THE NEW CRANE TEST WEIGHT FOUNDATION SHALL BE PLACED ALONG THE

C OF THE SERVICE BRIDGE AND NEXT TO BRIDGE PILE CAP. APPLY BOND

BREAKER BETWEEN PILE CAP AND TEST WEIGHT FOUNDATION. ELEVATION

OF TOP OF FOUNDATION SHOULD MATCH THE SLAB ELEVATION OF THE

UPSTREAM SIDE. THE FOUNDATION SHALL BE SET LEVEL (NOT SLOPE AS

SLAB) AND REINFORCING SHALL BE SIMILAR TO THE GUIDE SHEAVE

FOUNDATION REINFORCING SHOWN ON SHEET S013.

13. TOP OF SHEET PILE CAPPED BY CONCRETE IS GENERALLY 2 FEET BELOW TOP

OF CONCRETE EXCEPT AT EAST WALL, WHERE SHEET PILE SHOULD STEP DOWN

IN FOUR ROUGHLY EQUAL STEPS FROM UPSTREAM ELEVATION TO DOWNSTREAM

ELEVATION.

14. CONTRACTOR SHALL REGRADE AND FILL UPSTREAM OF STORAGE YARD WALL

FOR 50’ UPSTREAM TO PROVIDE A SMOOTH TRANSITION FROM NORMAL GRADE

ELEVATION TO TOP OF WALL ELEVATION, AND PLACE 48" OF RIPRAP ON 12"

BEDDING STONE.

15. ALL SHEET PILE SHALL BE 50’ LENGTH INSTALLED UNLESS OTHERWISE

NOTED.

16. FOR ALL LOCATIONS WHERE NEW FOUNDATIONS AND SLABS OVERLAP OR

CONTACT BRIDGE PILE CAPS, INSTALL 6" VOID FORM TO WITHIN 12" OF

TOP OF CONCRETE AND PROVIDE EXPANSION JOINT MATERIAL FOR THE TOP

12" TO SEPERATE STRUCTURES IN A SIMILAR MANNER AS SHOWN IN

SECTION D ON SHEET S011.

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

D

REMOVE CONCRETE

TO EXPANSION

JOINT. INSTALL

FLEXIBLE RETROFIT

WATERSTOP

REMOVE CONCRETE

TO EXPANSION

JOINT. INSTALL

FLEXIBLE RETROFIT

WATERSTOP

REMOVE CONCRETE

TO EXPANSION

JOINT. INSTALL

FLEXIBLE RETROFIT

WATERSTOP

NEW CONCRETE

EXPANSION JOINT

WITH WATERSTOP

E S010 S012

F S010 S012

E S010 S012

S010 S012

E

GRANULAR DRIVE

A

B C D

E F G H

Sheet Reference

Number:

S c a l e

D r a w n y

A B C D E F G H

U

M

G I

N E

S T

R I

C T

C O

R

G I

N E

E R

S

R O

C K

I

S L

A N

D

I

L L I

N O I

S

D e s i g n e d

C h e c k

R e v i e w

D a t e

P r o j e c t

C o d e

S o l i c i t a t i u m b e r

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

R

US Army Corps

Rock Island District of Engineers

P

M I

S S I

S S I

P

V E

R

P L

A G

E

V

E A

P A I

R

H U

K

A I

N A

S T

R I

C T

O R

A

O

P A I

M

A D

A

U N

T Y

I

L

W

E K

R

Sheet of 46 s x x x .d g n

O C

T

:5

B

E D

D L

L H

S010 S012

S010 S012

S010 S012

TYP.

S011

M

A

J C

Q

F R J

S T

O R

A

R D

B S010 S011

SECTION

A S010 S011

SECTION

C S010 S011

SECTION 1 10 2

SCALE IN FEET

#6B @ 12

3’-0"

3’-0"

C SERVICE BRIDGEL

16’-6"33’-0"

BUMPER STOP (TYP)

STEEL RAILS

EL. 490.0

EL. 486.0

33’-0" 21’-0"

RAIL CLIPS (TYP)

4’-6"

TAINTER GATE:

A.S.C.E. 40 lb RAIL, 54’-0" LONG

#114 CLIP, PAIRED 2’-0" OC. CLIPS SHALL BE

WITHIN 6" OF ANY SPLICE AND END OF RAILS

BUMPER STOP, TYPE WB, AT EACH END OF ALL RAILS

#6 @ 12

(TYP)

N

R K

S E

C T

IO

N S

I

O

TAINTER BULKHEADS

ROLLER BULKHEADS

TAINTER BULKHEADS

ROLLER BULKHEADS

ROLLER GATE:

A.S.C.E. 40 lb RAIL, 49’-6" LONG

#114 CLIP, PAIRED 2’-0" OC. CLIPS SHALL BE

WITHIN 6" OF ANY SPLICE AND END OF RAILS

BUMPER STOP, TYPE WB, AT EACH END OF ALL RAILS

D S010 S011

SECTION

EL. 487.50

SLOPE

J W

C

EXPANSION JOINT (TYP)

SEE SHEET S031 FOR DETAILS

EXPANSION JOINT (TYP)

SEE SHEET S031 FOR DETAILS

6"

6"

30’-6"

#8 X 3’-6" BAR @ 2’-0"

C. C. EMBED 18" DEEP

IN EPOXY GROUT TIE

#8 BARS TO #6B BARS

CONSTRUCTION JOINT (TYP)

SEE SHEET S031 FOR DETAIL

A

B C D

E F G H

Sheet Reference

Number:

S c a l e

D r a

A B C D E F G H

U

G I

N E

S T

R I

C T

C O

R

G I

N E

E R

S

R O

C K

I

S L

A N

D

I

L L I

N O I

S

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

R

US Army Corps

Rock Island District of Engineers

P

M I

S S I

S S I

P

V E

R

P L

A G

E

V

E A

P A I

R

H U

A I

N A

S T

R I

C T

O R

A

O

P A I

M

A D

A

U N

T Y

I

L

W

E K

R

Sheet of 46 s x x x .d g n

O C

T

:5

B

E D

D L

L H

2 20

SCALE IN FEET

2 20

SCALE IN FEET

NEW RAIL

AND CLIP (TYP)

COMPACTED BASE

GAGE

4’-6"

1’-9�"

COMPACTED BASE

NEW BULKHEAD

TIE-DOWN ASSEMBLY

SEE SHEET S040

#6 @ 12" EW

#6B @ 12"

EW (TYP)

HP 8 X 36 - THE TOP FLANGE OF THE HP

SECTION SHALL BE DRILLED FOR �" DIAMETER

A325 BOLTS TO SECURE THE RAIL CLIPS AFTER

RAIL INSTALLATION. THE BOLT HEADS SHALL

BE TACK WELDED TO BOTTOM OF TOP FLANGE

BEAM SHALL BE PAINTED IN ACCORDANCE

WITH SPECIFICATIONS. BEAM SPLICES SHALL

BE STAGGERED FROM RAIL SPLICES

#8 @ 12" EW

2 20

SCALE IN FEET

SEE SECTION B

THIS SHEET FOR

TYPICAL NOTES

EXISTING BRIDGE

PIER AND PILE CAP

ADJUST #8 REINFORCING

AT BRIDGE PIER PILE CAP

AS REQUIRED

EXPANSION JOINT

(NO DOWELS INTO PIER)

N

B U

L K

H E

D E

S T

A L

N

NEW 1’-0" THICK

CONCRETE SLAB ON 6"

MIN. COMPACTED BASE

NEW 1’-0" THICK

CONCRETE SLAB ON 6"

MIN. COMPACTED BASE

PROVIDE AND INSTALL

6" VOID FORM AT BRIDGE

PIER PILE CAP AND RAIL

FOUNDATION TO ISOLATE

THEM FROM EACH OTHER

s x x x .d g n

O C

T

:5

B

E D

D L

L H

8 80 16

SCALE IN FEET

S015

B M

A

J C

Q

F R J

S T

O R

A

R D

C SERVICE BRIDGEL

O W

N

S E

R V

IC

ID

R K

LC NEW WINCH

PLATFORM

LC NEW WINCH

PLATFORM

S015 S016

S015 S016

REMOVE HANDRAIL - SEE NOTE 2 REMOVE HANDRAIL - SEE NOTE 2

CUT EXISTING RAIL

1’-0" FROM END OF

EXPANSION JOINT

REINSTALL EXISTING

RAIL STOPS, REMOVED

FROM ORIGINAL END

OF RAILS, AT NEW END

OF RAILS

18 19

S015 S017

LOCATION OF EXISTING 480V

RECEPTACLE TO REMAIN.

CONTRACTOR SHALL ENSURE

ITEM IS PROTECTED DURING

CONSTRUCTION OF PLATFORM

INSTALL NEW POST

RELOCATED FROM

DEMOLISHED SECTION

OF SERVICE BRIDGE (TYP)

INSTALL NEW HANDRAIL

AND POSTS RELOCATED

FROM DEMOLISHED END

OF SERVICE BRIDGE

J W

C

STORAGE YARD SERVICE BRIDGE PLAN

NOTES:

1. NEW WINCH PLATFORMS SHALL BE CENTERED BETWEEN

RESPECTIVE RAIL FOUNDATIONS, SEE PLAN ON SHEET

S010. CONTRACTOR SHALL INSTALL NEW WINCHES SUCH

THAT THE WINCH CABLE IS ALIGNED CORRECTLY WITH

THE SWIVEL FAIRLEAD WHICH IS ATTACHED TO THE

SWIVEL FAIRLEAD FOUNDATION AT EL. 490.0.

2. CUT EXISTING SERVICE BRIDGE HANDRAIL AT LIMITS

OF NEW WINCH PLATFORMS. AFTER CUTTING HANDRAIL,

A NEW HANDRAIL POST WILL NEED TO BE INSTALLED.

CONTRACTOR SHALL SALVAGE (4) POSTS FROM THE

PREVIOUSLY REMOVED SERVICE BRIDGE HANDRAIL. THE

POSTS SHALL BE WELDED TO THE EXISTING HANDRAIL

WHICH WAS CUT AT THE NEW WINCH PLATFORMS. SEE

HANDRAIL WELD AND ANCHORING REQUIREMENTS ON

SHEET S021. COLD GALVANIZE AFTER INSTALLATION.

3. STORAGE YARD BELOW SERVICE BRIDGE NOT SHOWN.

A

B C D

E F G H

Sheet Reference

Number:

S c a l e

D r a

A B C D E F G H

U

G I

N E

S T

R I

C T

C O

R

G I

N E

E R

S

R O

C K

I

S L

A N

D

I

L L I

N O I

S

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

R

US Army Corps

Rock Island District of Engineers

P

M I

S S I

S S I

P

V E

R

P L

A G

E

V

E A

P A I

R

H U

A I

N A

S T

R I

C T

O R

A

O

P A I

M

A D

A

U N

T Y

I

L

W

E K

R

Sheet of 46 s x x x .d g n

O C

T

:5

B

E D

D L

L H

S016

B M

A

J C

Q

F R J

O W

N

S016 S018

S016 S016

A S016 S016

A N

K S

A N

K S

A N

T A

Z

V

R I

E S

12’-6"

W6 X 25

W6 X 25

EXISTING SERVICE

BRIDGE HANDRAIL

B

S015 S016

4 40

SCALE IN FEET S015 S016

4 40

SCALE IN FEET

A N

K S

A N

K S

A N

T A

Z

V

R I

E S

TYP - NEW METAL

SAFETY GRATING

NEW RAILING NEW RAILING

2 20

SCALE IN FEET

2 20

SCALE IN FEET S016 S016

A S016 S016

B

W6 X 25

TYPICAL - EXISTING

SERVICE BRIDGE

CONCRETE BEAMS

EXISTING NEW METAL GRATED PLATFORM

W6 X 25

EXISTING NEW METAL GRATED PLATFORM

TYP - NEW METAL

SAFETY GRATING

PLANKS, SEE DETAIL

PLANS FOR SIZETYP - NEW METAL

SAFETY GRATING

PLANKS, SEE DETAIL

PLANS FOR SIZE

D S016 S018

SIM

NEW WINCH PLATFORM SECTION

6’-0" 6’-0"

E X I

S T I

N G

(REMOVE EXISTING HANDRAIL)

C S016 S018

S016 SO18

S016 S019

6’-0"6’-0"

NOTE:

METAL SAFETY GRATING NOT

SHOWN, SEE ROLLER GATE

BULKHEAD WINCH PLATFORM

ON THIS SHEET

NOTES:

1. HANDRAIL FOR PLATFORMS SHALL BE

ALUMINUM WITH STRUCTURAL SLIP-ON

FITTINGS. SEE SPECIFICATIONS

FOR DETAILS.

2. ALL COMPONENTS ON BULKHEAD WINCH

PLATFORM SHALL BE GALVANIZED,

UNLESS OTHERWISE NOTED.

NEW TAINTER GATE BULKHEAD WINCH PLATFORM NEW ROLLER GATE BULKHEAD WINCH PLATFORM

NOTES:

1. HANDRAIL FOR PLATFORMS SHALL BE

ALUMINUM WITH STRUCTURAL SLIP-ON

FITTINGS. SEE SPECIFICATIONS

FOR DETAILS.

2. ALL COMPONENTS ON BULKHEAD WINCH

PLATFORM SHALL BE GALVANIZED,

UNLESS OTHERWISE NOTED.

E X I

S T I

N G

A S016 S016 S016 S016

B

D S016 S018

S016 S018

S016 S019

W6 X 25 W6 X 25

NEW RAILING NEW RAILING

6’-0"6’-0"

EXISTING SERVICE

BRIDGE HANDRAIL

12’-6"

(REMOVE EXISTING HANDRAIL)

6’-0" 6’-0"

SIM

TYP - NEW

ALUMINUM

HANDRAIL

TYP - NEW

ALUMINUM

HANDRAIL

SERVICE BRIDGE

S016 S018

NEW BULKHEAD WINCH PLATFORM

SEE SHEET S018 FOR DETAILS

1"

TYP - NEW 1�"

GROUT PAD @ ALL

BEARING LOCATIONSTYP - NEW 6" X

6" X �" STEEL

SHIM PLATE @ ALL

BEARING LOCATIONS

THIS BEAM NOT

PRESENT AT ROLLER

GATE BULKHEAD

WINCH LOCATION

TYP - NEW

ALUMINUM HANDRAIL

SERVICE BRIDGE

EXISTING

HANDRAIL

EXISTING

HANDRAIL

TYP - NEW 6" X

6" X �" STEEL

SHIM PLATE @ ALL

BEARING LOCATIONS

THIS BEAM NOT

PRESENT AT ROLLER

GATE BULKHEAD

WINCH LOCATION

TYPICAL - EXISTING

SERVICE BRIDGE

CONCRETE BEAMS

S016 S018

NEW WINCH PLATFORM SECTION

S016 S018

C

W

IN

A T F

O R

M S

S T

O R

A

R D

P L A

C T

IO

N S

SEE SHEET S017 FOR DETAILS

NEW STEEL GRATING NOT SHOWN NEW STEEL GRATING NOT SHOWN

SEE SHEET S017 FOR DETAILS

S E

R V I

C E

B R I

D G

E

N

I

L I

N G

N

I

L I

N G

NEW WINCH

BASE, SEE

SHEET S019

NEW WINCH BASE,

SEE SHEET S019

S

E R

V I

C E

B R I

D G

E

NEW WINCH

BASE, SEE

SHEET S019

J W

C

LOCATE W6 X 25 AS

REQUIRED BY NEW

SERVICE PANEL

NOTCH NEW GRATING

AS REQUIRED FOR NEW

SERVICE CENTER, DO NOT

NOTCH BEARING MEMBERS

NEW LIGHT AND SUPPORT,

SEE ELECTRICAL SHEETS

TYP - NEW ALUMINUM

HANDRAIL, LOCATED

ON DETAIL 2 ONLY

NEW ELECTRICAL LIGHTING

DISTRIBUTION CENTER

MOUNT TO NEW W6 X 25

BEAMS (TAINTER GATE

PLATFORM ONLY)

N

I

L I

N G

N

I

L I

N G

N

I

L I

N G

APPROX. SERVICE

BRIDGE EL. 506.2

APPROX. SERVICE

BRIDGE EL. 506.2

NEW WINCH, SEE

SPECIFICATIONS

WINCH WIRE ROPE

TO SWIVEL FAIRLEAD

BELOW AT STORAGE

YARD ELEVATION

A

B C D

E F G H

Sheet Reference

Number:

S c a l e

D r a

A B C D E F G H

U

G I

N E

S T

R I

C T

C O

R

G I

N E

E R

S

R O

C K

I

S L

A N

D

I

L L I

N O I

S

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

R

US Army Corps

Rock Island District of Engineers

P

M I

S S I

S S I

P

V E

R

P L

A G

E

V

E A

P A I

R

H U

A I

N A

S T

R I

C T

O R

A

O

P A I

M

A D

A

U N

T Y

I

L

W

E K

R

NOTES:

1. HANDRAIL FOR BEARING BAR GRATING

SHALL BE ALUMINUM WITH STRUCTURAL

SLIP-ON FITTINGS. SEE SPECIFICATIONS

FOR DETAILS.

2. ALL COMPONENTS ON BEARING BAR GRATING

SHALL BE GALVANIZED, UNLESS OTHERWISE

NOTED.

s x x x .d g n

O C

T

:5

B

E D

D L

L H

S017

B M

A

J C

Q

F R J

O W

N

S017

4 40

SCALE IN FEET

2 20

SCALE IN FEET

TYPICAL - EXISTING

SERVICE BRIDGE

CONCRETE BEAM

TYP - NEW

ALUMINUM HANDRAIL

SEE SHEET S016

S017 S018

S E

R V

IC

ID

G E

S T

O R

A

R D

N

A T

IN

T

A

IL

S

NEW WINCH PLATFORM

SEE SHEET S016 FOR DETAILS

NEW WINCH PLATFORM

SEE SHEET S016 FOR DETAILS

46’-9"

NEW METAL BEARING BAR GRATING

N

T

A R I

A T I

N G

10 SPACES @ 4’-9" = 47’-6"

C NEW POST @ NEW WINCH PLATFORML C NEW POST @ NEW WINCH PLATFORML

9 NEW ALUMINUM POSTS AND SUPPORTS

S015

NEW BEARING BAR GRATING @ SERVICE BRIDGE - PLAN

NEW WINCH

PLATFORM

NEW

PLATFORM

RAILING

NEW METAL BEARING BAR GRATING AND ALUMINUM HAND RAIL

NEW WINCH

PLATFORM

SEE SHEET S016

NEW

PLATFORM

RAILING

TYPICAL - EXISTING

CONCRETE BRIDGE PIER

SIM

PROVIDE BLOCK-OUT IN GRATING

FOR EXISTING APURTENANCES

(FIELD VERIFY LOCATIONS)

J W

C

NEW GRATING/HANDRAIL ELEVATION

A

B C D

E F G H

Sheet Reference

Number:

S c a l e

D r a

A B C D E F G H

U

G I

N E

S T

R I

C T

C O

R

G I

N E

E R

S

R O

C K

I

S L

A N

D

I

L L I

N O I

S

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

R

US Army Corps

Rock Island District of Engineers

P

M I

S S I

S S I

P

V E

R

P L

A G

E

V

E A

P A I

R

H U

A I

N A

S T

R I

C T

O R

A

O

P A I

M

A D

A

U N

T Y

I

L

W

E K

R s x x x .d g n

O C

T

:5

B

E D

D L

L H

S018

B M

A

J C

Q

F R J

S T

O R

A

R D

O W

N

S016 S018

C

TYP - NEW METAL SAFETY

GRATING PLANKS, SEE

DETAIL PLANS ON SHEET

S016 FOR SIZE

W8 X 31

TYPICAL - EXISTING SERVICE

BRIDGE CONCRETE BEAMS, SEE

DETAIL PLANS ON SHEET S016

AND REFERENCE DRAWINGS

FOR LOCATIONS

NEW �" STEEL PLATE

NEW STEEL ANGLE

6 X 4 X �" BOLT

TO NEW W8 X 31

4 40 8

SCALE IN INCHES

ASTM A449 THREADED

ROD, GALVANIZED,

EMBED 12" IN EPOXY GROUT

SECTION

S016 S018

D 4 40 8

SCALE IN INCHES

SECTION

TYP - NEW METAL SAFETY

GRATING PLANKS, SEE

DETAIL PLANS ON SHEET

S016 FOR SIZE

W6 X 25

ASTM A449 THREADED

ROD, GALVANIZED,

EMBED 12" IN EPOXY GROUT

TYPICAL - EXISTING SERVICE

BRIDGE CONCRETE BEAMS, SEE

DETAIL PLANS ON SHEET S016

AND REFERENCE DRAWINGS

FOR LOCATIONS

NEW �" X 6" X 6"

SHIM PLATE , TYP. AT

ALL BEARING LOCATIONS

NEW 1�" x 12" GROUT

PAD, TYP. AT ALL

BEARING LOCATIONS

TYP - �" DIA.

GALVANIZED A449

THREADED ROD EMBED

6" IN EPOXY GROUT

NEW METAL

GRATING

1�" 2�"

�" X 4"

X 6" ANGLE

W6 X 25

W6 X 25

TYP. A325 BOLTS

S016 S018

4 40 8

SCALE IN INCHES

DETAIL

EXISTING

SERVICE BRIDGE

PLAN ELEVATION

S016 S018

2 DETAIL

�" DIA.

HOLES

PLAN ELEVATION

X

6" X 6" X

�" PLATE

1�"

NEW 2" DIA.

ALUMINUM

HANDRAIL

H A

N D

R A

P P

O R

T

H A

N D

R A

P P

O R

T

T

A

IL

S W

IN

A T F

O R

M S

2 20 4

SCALE IN INCHES

NOTE: THIS DETAIL APPLIES TO ROLLER GATE BULKHEAD WINCH PLATFORM ONLY

S018

S017

NOTES:

1. TYPICAL FOR ALL NEW

ALUMINUM HANDRAIL FOR

THE NEW WINCH PLATFORMS

AND BEARING BAR GRATING.

2. DETAIL FOR NEW BEARING

BAR GRATING ALUMINUM

HANDRAIL SIMILAR EXCEPT

SUPPORT IS ANCHORED IN

EXISTING CONCRETE BEAM

J W

C

A

B C D

E F G H

Sheet Reference

Number:

S c a l e

D r a

A B C D E F G H

U

G I

N E

S T

R I

C T

C O

R

G I

N E

E R

S

R O

C K

I

S L

A N

D

I

L L I

N O I

S

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

R

US Army Corps

Rock Island District of Engineers

P

M I

S S I

S S I

P

V E

R

P L

A G

E

V

E A

P A I

R

H U

A I

N A

S T

R I

C T

O R

A

O

P A I

M

A D

A

U N

T Y

I

L

W

E K

R s x x x .d g n

O C

T

:5

B

E D

D L

L H

S019

B M

A

J C

Q

F R J

O W

N

S016 S019

W8 X 28

S T

O R

A

R D

B S019 S019

A S019 S019

S019 S019

C

SEE NOTE 1

W8 X 31

C BEAML

A M

A M

L

A325 BOLT TYP.

W8 X 31

T Y

P

�" X 3’-3"

X 2’-9" PLATE

�" X 3’-3"

X 3’-9" PLATE

W8 X 31

�" X 6" X 4" ANGLE

T Y

P

COPE FLANGE (TYP)

W8 X 28

�" X 6" X 6"

X 5�" ANGLE

A325 BOLTS (TYP)

SLOT HOLES

IN ANGLE

FOR VERTICAL

ADJUSTMENT

S019 S019

A SECTION

S019 S019

B SECTION

S019S019

B

4 40 8

SCALE IN INCHES

�" X 6" X 4" ANGLE W8 X 31

�" X 6" X 6"

X 5�" ANGLE

A325 BOLTS (TYP)

SLOT HOLES

IN ANGLE

FOR VERTICAL

ADJUSTMENT

T Y

P

GRATING

(NOT SHOWN)

GRATING

(NOT SHOWN)

�" X 5�" PLATE

4 40 8

SCALE IN INCHES

�" X 3’-3"

X 2’-9" PLATE

�" X 6"

X 4" ANGLE

FARSIDE OF

W8 X 31

�" X 6" X 6"

X 5�" ANGLE

�" X 6" X 6"

X 5�" ANGLE

W8 X 31 W8 X 28

�" DIA. A325

BOLTS (TYP)

BOLTS SECURE

ANGLE ON FARSIDE

OF W8 X 31

W

IN

S E

P L

T

A

IL

S

S019 S019

C SECTION 4 40 8

SCALE IN INCHES

W8 X 31

1�" TYP.

�" TYP.

2’-8�"

C BEAML

NEW WINCH BASE 1 10

SCALE IN FEET

�" PLATE

J W

C

3" R (TYP)

2" R (TYP)

CUT 24" X 24"

HOLE IN PLATE

�" COVER PLATE

2’-2" X 2’-2"

HEAVY DUTY, GALVANIZED

OFF-THE-SHELF HINGE

WITH �" GALVANIZED

SHIM BELOW ONE END

HANDLE SHALL BE A �" DIA.

X 3�" TALL BY 6" WIDE U-BOLT

HANDLE. THREAD BOTTOM OF

U-BOLT FOR REGULAR NUT

AND JAMBNUT. DRILL TWO

HOLES IN COVER PLATE FOR

HANDLE TO BE PLACED THRU

THEN ATTACH NUTS TO BOLT

NOTES:

1. WINCH BASE DIMENSIONS ARE BASED ON THE DESIGN BASIS OF

THE WINCH NOTED IN SPECIFICATIONS. IF A DIFFERENT WINCH

IS SUPPLIED, THE CONTRACTOR SHALL BE REQUIRED TO ALTER

THESE DIMENSIONS AND ALL DIMENSIONS WHICH ARE AFFECTED

BY THE CHANGE. CONTRACTOR SHALL PROVIDE COMPUTATIONS

FOR THE WINCH PLATFORM BASED ON THE DIMENSION, LOADING,

AND WEIGHT OF THE SUPPLIED WINCH.

2. BOLT HOLES IN ALL ANGLES SHALL BE DRILLED AT STANDARD

GAGE DIMENSIONS UNLESS OTHERWISE NOTED.

3. ALL COMPONENTS SHALL BE GALVANIZED AFTER FABRICATION.

4. CONTRACTOR SHALL SUPPLY WINCH COVER AND SECURING CLAMPS

WHICH WILL REQUIRE COORDINATION PRIOR TO THE WINCH BASE

GALVANIZING. SEE SPECIFICATIONS FOR COVER REQUIREMENTS.

5. ALL BOLTS SHALL BE �" DIA. UNLESS OTHERWISE SPECIFIED.

A

B C D

E F G H

Sheet Reference

Number:

S c a l e

D r a

A B C D E F G H

U

G I

N E

S T

R I

C T

C O

R

G I

N E

E R

S

R O

C K

I

S L

A N

D

I

L L I

N O I

S

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

R

US Army Corps

Rock Island District of Engineers

P

M I

S S I

S S I

P

V E

R

P L

A G

E

V

E A

P A I

R

H U

A I

N A

S T

R I

C T

O R

A

O

P A I

M

A D

A

U N

T Y

I

L

W

E K

R s x x x .d g n

O C

T

:5

B

E D

D L

L H

S020

B M

A

J C

Q

F R J

S T

O R

A

R D

6’-0"6’-0" 4’-0"

12’-0" VEHICLE GATE

(INSIDE TO INSIDE OF POSTS)

PERSONNEL GATE

B R

T E

S

TERMINAL

POST

CHAIN LINK

FABRIC (TYP)

TYPICAL GATE ELEVATION

CHAIN LINK

FABRIC (TYP)

TOP OF WALL

10’-0" MAX.

�" DIA.

TRUSS ROD

1" X �" FLAT

TENSION BAR

GALVANIZED

LINE POST 6

GALVANIZED

TERMINAL POST

(PULL, END OR

CORNER POST) TYP.

B R I

C

TYPICAL FENCE ELEVATION 2 20 4

SCALE IN FEET

2 20 4

SCALE IN FEET

BRACE RAIL CLAMP

POST

TENSION BAND

TRUSS ROD

(�" DIA. MIN.)

BRACE

RAIL

9-GAGE TIE WIRES

(2’-0" O.C. MAX.)

FABRIC

TRUSS ROD

(�" DIA. MIN.)

TOP OF CONCRETE

NO. 9 GA. WIRE TIE AT

15" O.C. MAX. SPACING

AND WITHIN 4" OF TOP

AND BOTTOM OF FABRIC

FABRIC

LINE POST ATTACHMENTS

TENSION BAR TO

ENGAGE EACH

FABRIC LINK

FABRIC

TENSION BAND

(15" O.C. MAX.

AND WITHIN 4"

FROM TOP AND

BOTTOM OF FABRIC)

1" X �"

TENSION BAR

�" CARRIAGE

BOLT

END OR GATE POST DETAIL

TENSION WIRE

TENSION BAND DETAIL

TOP CAP AND BARBED WIRE

SUPPORT - LINE POST

TOP CAP AND BARBED WIRE

SUPPORT - CORNER OR END POST

35^

1’-0"

TYPICAL FENCE FASTENING DETAILS

NOT TO SCALE

O W

N

N

N

T

A

IL

S

BOTTOM RAIL

�" CARRIAGE

BOLT WITH

PEEN THREADS

DOUBLE RAIL END

TRUSS ROD AND BAND

BOTTOM RAIL DETAILS

BOTTOM RAIL

NO. 9 GA. WIRE

TIE AT 12" O.C.

MAX. SPACING

TENSION WIRE

BOTTOM RAIL

TERMINAL

POST

TOP OF

WALL

TOP OF

WALL

TERMINAL

POST

PULL POST

3’-0"

CANTILEVER

ANTI-PERSONNEL PANEL

SCALE SAME AS DETAIL 1

BRACE RAIL ATTACHMENT

J

C

A

B C D

E F G H

Sheet Reference

Number:

S c a l e

D r a

A B C D E F G H

U

G I

N E

S T

R I

C T

C O

R

G I

N E

E R

S

R O

C K

I

S L

A N

D

I

L L I

N O I

S

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

R

US Army Corps

Rock Island District of Engineers

P

M I

S S I

S S I

P

V E

R

P L

A G

E

V

E A

P A I

R

H U

A I

N A

S T

R I

C T

O R

A

O

P A I

M

A D

A

U N

T Y

I

L

W

E K

R s 1x x x .d g n

O C

T

:5

B

E D

D L

L H

S021

B M

A

J C

Q

F R J

S T

O R

A

R D

STEEL POST SCHEDULE

USE AND SECTION

FABRIC 72" TO 96"

2.375" O.D. 2.875" O.D. 4.50" O.D.

POST DIMENSIONS (NOMINAL)TYPE OF

EMBEDMENT

ANCHOR EMBEDMENT SCHEDULE

NOT TO SCALE

TOP OF

CONCRETE

�" PLATE

FENCE POST

8"

1�" 1�"5"

4"

TYPICAL POST BASE(GATE POST SHOWN - LINE POST SHOWN DASHED)

SEE ANCHOR

EMBEDMENT

SCHEDULE

NOTES

CAST IN PLACE 24" 24" 36"

DRILLED & EPOXIED 8" 12" 16"

O W

N

FENCE POST BASE - DETAIL PLAN FENCE POST BASE - SECTION

1. NEW 8’ HIGH FENCE REQUIRED AROUND PERIMETER

OF STORAGE YARD, 12’ WIDE DOUBLE SWING VEHICLE

AND 4’ WIDE PERSONNEL GATE REQUIRED.

2. MISC. BARS, PLATES AND SHAPES SHALL CONFORM

TO ASTM A36 GALVANIZED.

3. ADHESIVE ANCHORS SHALL CONSIST OF THE FOLLOWING:

a. ANCHOR RODS, NUTS AND WASHERS SHALL BE

GALVANIZED STEEL. ANCHOR RODS SHALL BE

ALL-THREAD, �" DIA. WITH 8" MIN. EMBEDMENT.

b. ADHESIVE CAPSULES SHALL PROVIDE A MIN.

TENSILE STRENGTH FROM PULLOUT OF 6,000 LBS.

PER ANCHOR-RESIN-CONCRETE INTERFACE.

4. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND

ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE

SECTIONS AND METHODS OF INSTALLATION.

NOT TO SCALE

MIN. OUTSIDE DIMENSIONS (NOMINAL)

CORNER, END & PULL POSTS

TUBULAR - ROUND 2.875" O.D.

LINE POSTS

TUBULAR - ROUND 2.375" O.D.

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND 1.90" O.D.

GATE POST

TUBULAR ROUND 4.50" O.D.

TYPICAL FENCE POST BASE DETAILS FENCE POST & ANCHOR SCHEDULES

�" DIA. HOLES, �" DIA.

STUDS, NUTS, WASHERS,

LOCKWASHERS AND APPROVED

CONCRETE ANCHORAGE

WITH MINIMUM PULLOUT

STRENGTH OF 6000 POUNDS.

2’-0"6’-0"2’-0" 2’-0"6’-0"2’-0"

1"

TYPICAL - 2" DIA.

X-STRONG PIPE

TYPICAL 42" RAILING ELEVATION

1" 1"2" 2"

"PL� X 6" X 6"

TYPICAL - 2" DIA.

X-STRONG PIPE

�" DIA. DRAIN HOLE

3"

RAILING BASE PLATE - SECTION

RAILING BASE PLATE - DETAIL PLAN

TYP.

GRIND

SMOOTH

TYPICAL RAILING CONNECTIONS

NOTES

1. ALL ANCHOR BOLTS SHALL BE REPLACED. ANCHOR BOLTS

FOR NEW BASE PLATES SHALL BE �" DIA. AND SHALL BE

EMBEDDED WITH A MAXIMUM EMBEDMENT OF 3�" WITH

4000 lb. ULTIMATE PULLOUT, 6000 lb. ULTIMATE SHEAR, AND SHALL BE EPOXY ANCHORED. ALL ANCHOR BOLTS AND

NUTS SHALL BE GALVANIZED.

2. ALL HANDRAIL SHALL BE GALVANIZED AFTER FABRICATION.

R A

IL

IN

T

A

IL

S N

N

D

ABUTMENT A BRIDGE PIER

TYPICAL DAM ABUTMENT HANDRAIL DETAILS

J

C

A

B C D

E F G H

Sheet Reference

Number:

S c a l e

D r a

A B C D E F G H

U

G I

N E

S T

R I

C T

C O

R

G I

N E

E R

S

R O

C K

I

S L

A N

D

I

L L I

N O I

S

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

R

US Army Corps

Rock Island District of Engineers

P

M I

S S I

S S I

P

V E

R

P L

A G

E

V

E A

P A I

R

H U

A I

N A

S T

R I

C T

O R

A

O

P A I

M

A D

A

U N

T Y

I

L

W

E K

R