A02.LD_14_Reference_Drawings.pdf

J W

C

F R J

R C

A D

E T

A

IL

S M

O N

O L

IT

H

U

P P

E R

G

ID

E W

A L L

S34

S T

A

A

FLOW

ELEVATION

FLOW

012" 2' 4' 6' 8' 10'

M J

4'-6"

AT CHAMFER

STOP ARMOR

NEW CONCRETE

MK S225-1

ARMOR,

NEW CORNER

MK S228-1

NEW ARMOR,

MK S225-1

ARMOR,

NEW CORNER

CAP, MK S229-2

NEW CORNER

N

W

L

D D

E R

EL.577.5

EL.562.5

EL.551.0

EL. 576.33

MK S228-1

NEW ARMOR,

MK S225-1

NEW ARMOR,

M J

MK S229-1

NEW ARMOR,

MK S228-2

NEW ARMOR,

MK S225-1

NEW ARMOR,

012" 2' 4' 6' 8' 10'

S T

A

S T

A

S T

A

MONOLITH 1

MK S229-2

NEW CORNER CAP,

#6 @ 12 E.W.#6@12 E.W.

S T

A

B

(TYP)

@4'-0" E.W.

#6B ANCHORS

P A I

T

Y

L L

O W

MK S225-3

NEW WALL ARMOR

LIMITS

REMOVAL

CONCRETE

SPACING

VERTICAL

AT 2'-0"

#6 ANCHORS

SURFACE

ORIGINAL

CONCRETE

NEW

PAINT YELLOW

MK S228-2

NEW ARMOR,

S T

A

A

S T

A

A

CONCRETE

REPLACE

REMOVE AND

SPACING

VERTICAL

AT 2'-0"

#6 ANCHORS

FLOW

012" 1' 2' 3' 4' 5'

R

9"

> KEVEL RAIL

EL. 577.5

EL. 562.5

EL. 576.33

EL. 551.0

NEW CONCRETE

MK S228-2

NEW ARMOR,

MK S228-1

NEW ARMOR,

012" 1' 2' 3'

L

NEW LADDER

EXISTING AND INSTALL

STA. 1319.5B REMOVE

S T

A

B

S34 S41

C

SECTION

B

SECTION

C

SECTION, SHEET S40

SEE TYPICAL LADDER

> NEW LADDER

B M

A

REMOVAL LINE

LINE HOOK AT CONCRETE

BURN OFF EXISTING

12" SAWCUT

MONOLITH 1

S T

A

A

SPACING

VERTICAL

AT 2'-0"

#6 ANCHORS

CONCRETE

NEW

S T

A

A

012" 1' 2' 3' 4' 5'

SECTION

A

A

R

3",TYP.

SAWCUT

SURFACE

ORIGINAL CONCRETE

8"

REM0VE AND REINSTALL AS REQUIRED.

UPSTREAM SIDE OF THE MONOLITH.

1. RIPRAP AND SOIL ARE ON THE

NOTES:

1'-9"1'-9"2'-0"

S T

A

E

D

O F

K

V E

L

S T

C

E C

K P

O S

T

S T

E C

K P

O S

T

#6 @ 12 E.W.

P

S41S34

M

S41S34

C

T

O

C

5'-0" C. TO C.

STANDARD

EXISTING LIGHT

CONCRETE REMOVAL

EL. 575.0 TO EL. 560.0 PRIOR TO

IN CEMENTITIOUS GROUT FROM

INSTALL 8 #10 BARS, 15' LONG

V

F R J

R C

A A

M

B

C H

O

S

D E

D

N S

T R

U C

T E

D

6"

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a w n y

District Rock Island p w

M V

R

A P

P W I

N T m v r d s u s a c e a r m y m i l

C E

M o c k

I s l a d i s t r i c t g i t a l u l t

D o c u m e n t s

E n g i n e e r i g

P r o j e c h i v e s

A r c h i v e s d g n

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

I

S T

R I

C T

D e s i g n e

C h e c k

R e v i e w

D a t e

D r a w i d e

J

U L

Y

O W

N

D A

C W

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

M A J

H A

B I

L I

T A

T I

O

A G

E

I

L O

M I

S S I

S S I

P

V E

R

M

L

N u m b e r

R e q u e s o p o s a l

Sheet of 139

M

M

A

K A

F

F R J

R C

A D

E T

A

IL

S M

O N

O L

IT

L O

W

ID

E W

A L L

S36

S T

B

S T

B

FLOW

ELEVATION

FLOW

S T

B

012" 2' 4' 6' 8' 10'

M J

4'-6"AT CHAMFER

STOP ARMOR

NEW CONCRETE

MK S225-1

ARMOR,

NEW CORNER

MK S228-1

NEW ARMOR,

MK S225-1

ARMOR,

NEW CORNER

CAP, MK S229-2

NEW CORNER

MONOLITH 64

> NEW LADDER

EL.577.5

EL.559.0

EL.549.0

EL. 576.33

EL. 559.0

MK S228-1

NEW ARMOR,

S T

B

M J

INSTALL NEW LADDER

REMOVE EXISTING AND

STA. 583.5B

CAP, MK S229-2

NEW CORNER

MK S229-1

NEW ARMOR,

REMOVAL LINE

AT CONCRETE

LINE HOOKS

EXISTING

BURN OFF

MK S228-2

NEW ARMOR,

A C

N

M

MK S225-1

NEW ARMOR,

MK S225-1

NEW ARMOR,

012" 2' 4' 6' 8' 10'

B

#6 @ 12 E.W. #6@12 E.W.

S T

B

S T

B

(TYP)

@4'-0" E.W.

#6B ANCHORS

R

P A I

L L

O W

9"

MK S225-3

NEW WALL ARMOR

LIMITS

REMOVAL

CONCRETE

SECTION

B

SPACING

VERTICAL

AT 2'-0"

#6 ANCHORS

SURFACE

ORIGINAL

CONCRETE

NEW

PAINT YELLOW

MK S228-2

NEW ARMOR,

012" 1' 2' 3'

FLOW

SECTION

C

012" 1' 2' 3'

EL. 577.5

EL. 576.33

EL. 558.0

EL. 549.0

SPACING

VERTICAL

AT 2'-0"

#6 ANCHORS

CONCRETE

REPLACE

REMOVE AND

LIMIT

REMOVAL

CONCRETE

SURFACE

CONCRETE

ORIGINAL

MK S228-2

SHEET S40.

LADDER SECTION

SEE TYPICAL

> NEW LADDER.

MK 225-3 TYP.

NEW WALL ARMOR

S36 S41

K

MK S229-1

NEW ARMOR

MK S228-1

MONOLITH 64

12" SAWCUT

S T

B

R

SPACING

VERTICAL

AT 2'-0"

#6 ANCHORS

SURFACE

ORIGINAL

CONCRETE

NEW

SECTION

A

012" 1' 2' 3'

8"

A

EXISTING LIGHT

STANDARD

TYP.

3" SAWCUT,

1'-9" 1'-9"

C

C H

E C

K P

O

B

R E

M O

P L

A C

E

#6 @ 12 E.W.

SEE SHEET S50

NEW LIGHT BASE

S36 S41

P

S225-1

NEW ARMOR,MK

REMOVE AND REINSTALL AS REQUIRED.

DOWNSTREAM SIDE OF THE MONOLITH.

1. RIPRAP AND SOIL ARE ON THE

NOTES:

C

T

O

C

5'-0" C. TO C.

CONCRETE REMOVAL

EL. 575.0 TO EL. 560.0 PRIOR TO

IN CEMENTITIOUS GROUT FROM

INSTALL 8 #10 BARS, 15' LONG

F R J

R C

A

A

C H

O

D E

D

R V

C

D A

L R

V C

D A

L

N S

T R

U C

T E

D

N S

T R

U C

T E

D

6"

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island p w

M V

R

A P

P W I

N T m v r d s u s a c e a r m y m i l

C E

M c k

I s l a s t r i g i t u l t

D o c u m e n t s

E n g i n e e r i o j e c h i v e s

A r c h i v e s d g n

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

D r a w i d e

J

U L

Y

O W

N

D A

C W

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

M A J

H A

B I

L I

T A

T I

O

A G

E

I

L O

M I

S S I

S S I

P

V E

R

M

L

N u m b e r

R e q u e o p o s a l

Sheet of 139

M

EL. 577.5

TOP OF SILL

EACH GATE CORNER

REMOVE EXISTING TRANSITION AT

DRAWINGS

DISTURB-SEE REFERENCE

QUOIN SHOE,DO NOT

EL. 574.75

EL. 551.5 UPSTREAM GATES

EL. 547.5 DOWNSTREAM GATES

DIMENSION

QUOIN SHOE CHAMFER

3" ARMOR RADIUS TO MEET

TRANSITION CONCRETE FROM

T Y P

IC

A L

S E C

T

IO

N S

II

S41

B M

A

R D

G

F R J

R C

A

MK S226-3

NEW ARMOR,

MK S228-4 (DOWNSTREAM)

MK S228-3 (UPSTREAM),

NEW SEAL PLATE

SECTIONSECTION H H

012" 1' 2' 3' 4' 5' 6' 7'

MK S226-6

MK S228-4

PLATE MK S228-3

TOP OF SEAL,

H H

S28S25 S30 S32 S41S41S41S41

EL. 559.0

ENTIRE HEIGHT.

BY MORE THAN „" FOR THE

SHALL NOT DEVIATE FROM PLUMB

PLATES (MK S228-3, MK S228-4)

MITER GATE QUOINS. THE SEAL

ELEVATION IS TYPICAL FOR ALL

RIVERWALL SHOWN LANDWALL OPPOSITE HAND

EL. 577.5

PLACEMENT

PRIOR TO CONCRETE

ROUGHEN SURFACE

12" SAWCUT

#6B ANCHORS @ 12

#6B @ 12

#6 TYP

3" SAWCUT

EL. 576.3

EXISTING ARMOR

2'-6"

1'-0"

C L

5'-0"

1'-0"

MK S225-1

012" 1' 2' 3'

SECTION N

S41S35

EL. 577.5

EL. 576.33

MKS225-1

#6@12 E.W.

1'-0"

#6B@12 #6@12

@12

#6B ANCHORS

012" 1' 2' 3'

SECTION P

S35 S41

#6B@12

#6B@12

DRAWINGS.

COORDINATE WITH ELEC.

ELECTRICAL DUCTBANK.

REMOVAL REQUIRED FOR

ADDITIONAL CONCRETE

P

S36 S41

MONOLITHS 1-19 AND 51-64

GUIDEWALL REMOVAL. TYPICAL FOR

MONO. 51-64 LOWER GUIDEWALL

MONO.18 & 19 LANDWALL

MONO.1-17 UPPER GUIDEWALL

NEW WALKWAY

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island p w

M V

R

A P

P W I

N T m v r d s u s a c e a r m y m i l

C E

M c k

I s l a s t r i g i t u l t

D o c u m e n t s

E n g i n e e r i o j e c h i v e s

A r c h i v e s d g n

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

D r a w i d e

J

U L

Y

O W

N

D A

C W

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

M A J

H A

B I

L I

T A

T I

O

A G

E

I

L O

M I

S S I

S S I

P

V E

R

M

L

N u m b e r

R e q u e o p o s a l

Sheet of

N S

T R

U C

T E

D

R V

C

D A

L

SECTIONSECTION

12" 0 2'1'6"

1'-6"

3" SAW CUT

EMBEDDED SEAL BEAM

REMOVE EXISTING

3" SAW CUT

3"R

TO SILL

FROM ELEVATION 559.0

VERTICAL SPACING

#6B ANCHOR @ 2'-0"

ƒ

J J

LAND WALL SHOWN, RIVERWALL OPPOSITE HAND

J J S41S41S41S41S25 S28 S30 S32

MK S228-3 UPSTREAM

MK S228-4 DOWNSTREAM,

NEW SEAL PLATE,

012" 1' 2' 3'

SECTION K K

5" CL

1'-2"

EL. 577.5

EL. 576.33

MKS225-1

#6@12 E.W.

N

M

S

A C

@4'-0" E.W.

#6B ANCHORS

S36 S41S41S35

1'-0"

#6B@12

@12

#6B ANCHORS

12" SAWCUT

EL. 559.0 ON LOWER GUIDEWALL

EL. 562.5 ON UPPER GUIDEWALL

#6@12

2'-6"

3" SAWCUT

C L

MONO. 51-64 LOWER GUIDEWALL

MONO. 18 & 19 LANDWALL

MONO. 1-17 UPPER GUIDEWALL

NEW WALKWAY

@4'-0" E.W.

#6B ANCHORS

EL. 577.5

EL. 576.33

LIMIT

REMOVAL

CONCRETE

EL. 562.5

MKS225-1

N

M

S

A C

#6@12 E.W.

5" CL

CONCRETE

REPLACE

REMOVE AND

012" 1' 2' 3'

KEVEL RAIL

8•"

1'-2"

SECTION L

12" SAWCUT

S34 S41

1'-0"

#6B@12

#6@12

@12

#6B ANCHORS

REMOVAL FROM STA. 1314.5A TO 1323.5A

SEE DETAIL A THIS SHEET FOR CONCRETE

UPPER GUIDEWALL BELOW STA. 1314.5A.

@4'-0" E.W.

#6B ANCHORS

EL. 577.5

EL. 576.33

LIMIT

REMOVAL

CONCRETE

MKS225-1

#6@12 E.W.

CONCRETE

REPLACE

REMOVE AND KEVEL RAIL

8•"

2'-0"

#6B@12

#6@12

@12

#6B ANCHORS

EL. 574.00

STA. 1314.5A TO STA. 1323.5A

DETAIL A

012" 1' 2' 3'

EL. 577.5

PLACEMENT

PRIOR TO CONCRETE

ROUGHEN SURFACE

12" SAWCUT

#6B ANCHORS @ 12

#6 TYP

3" SAWCUT

EL. 576.3

EXISTING ARMOR

KEVEL RAIL AS SHOWN

REMOVE AND REPLACE

2'-6"

C L

5'-0"

1'-0"

MK S225-1

012" 1' 2' 3'

SECTION M

S41S34

M S41S50

#6B @ 12

#6B @ 12

1'-0"

DRAWINGS.

COORDINATE WITH ELEC.

ELECTRICAL DUCTBANK.

REMOVAL REQUIRED FOR

ADDITIONAL CONCRETE

MONO. 51-64 LOWER GUIDEWALL

MONO.18 & 19 LANDWALL

MONO.1-17 UPPER GUIDEWALL

NEW WALKWAY

EL. 577.5

012" 1' 2' 3'

SECTION R

S41

DRAWINGS.

COORDINATE WITH ELEC.

ELECTRICAL DUCTBANK.

REMOVAL REQUIRED FOR

ADDITIONAL CONCRETE

S5

MONO. 46-50 LOWER GUIDEWALL

NEW WALKWAY

ARMOR

EXISTING

FOR MONOLITHS 46-50

GUIDEWALL RESURFACING. TYPICAL

5'-0"2'-6"

BASE

NEW 4"

4" RESURFACING

SECTION

SECTION

B

012" 1' 2' 3' 4' 5'

012" 1' 2' 3' 4' 5' 0 12"1'2'3'4'5'

ELEVATION

C

10'-0"

B E

N C

H

4'-1"

1'-0"1'-0"

K J

D

B L

L

F R J

R C

A S

H E L T

L

O C

A T

IO

N L

O W

ID

E W

A L L

S105

W6X9 BEAMS

SHELTER

LOCKMANS

RELOCATED SHELTER

LOCKMANS

RELOCATED

BENCH

BEARING PLATE

12" X 12" Xƒ"

EL. 577.5

D

C

W6X9 BEAMS

B

DETAIL ON S106

BEAM CONNECTION

SEE ANGLE IRON AND

SHELTER

LOCKMANS

RELOCATED

NOTES:

ELEVATION VARIES

EXISTING GRADE

48" BELOW GROUND

CONCRETE FOOTINGS

14" X 14"

S105S106

S105S106

AND SHELTER TO THE GRATING.

4. ADD BOTTOM PLATE AND BOLT BENCH

3. PAINT FRAMING PER SPECIFICATIONS.

GALVANIZE MATERIAL AFTER WELDING.

2. WELD GRATING TO SUPPORTS. PAINT WITH

1. ALL ANCHORS AND BOLTS TO BE ASTM A325.

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island p w

M V

R

A P

P W I

N T m v r d s u s a c e a r m y m i l

C E

M c k

I s l a s t r i g i t u l t

D o c u m e n t s

E n g i n e e r i o j e c h i v e s

A r c h i v e s d g n

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

D r a w i d e

J

U L

Y

O W

N

D A

C W

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

M A J

H A

B I

L I

T A

T I

O

A G

E

I

L O

M I

S S I

S S I

P

V E

R

M

L

N u m b e r

R e q u e o p o s a l

Sheet of

N S

T R

U C

T E

D

R V

C

D A

L

14"

BEARING PLATE

CONCRETE FOOTING ‰

SECTION

C

0 12"9"6"3"

MINIMUM EMBEDMENT

3000 LB. PULLOUT

RESIN GROUT (TYP.)

†"} ANCHOR IN

FLOWM

B

S T

B

S T

B

M

B

PLAN - LOWER GUIDEWALL

MONOLITH 64 MONOLITH 63 MONOLITH 62

0 2' 4' 6' 8'2' 10'

A

SHELTER

LOCKMANS

RELOCATED

BENCH

RELOCATED

SECTION

D

0 12"9"6"3"

GRATING

GRATING SUPP0RT ANGLE

ANCHOR

ƒ" CONCRETE

BOLT (TYP.)

ƒ"} ANCHOR

TYP.

S215

M

A

F R J

R C

A

K A

W

60' 90'30'0

RAILING LAYOUT

LOCK

RAILING LAYOUT

LOWER GUIDEWALL

RAILING LAYOUT

UPPER GUIDEWALL

60' 90'30'0

RAILING LAYOUT

LOCK

S T

A

S T

B

S T

A

S T

A

S T

A

S T

A

S T

B

S T

A

S T

A

N

40' 60'20'0

40' 60'20'0

R

F

42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42

42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42

R

R R R R R R

R R R R R R R R R R R R R

R

R

R

30 30

R

R

R R R R R R

30 30

30 30

30 30

R R

R

96 96 96 96 96

F F F F F F

F F

F F

F F F F

F

F

L A

Y O

U T

R E P

L A

C E

M E

N T

H A

N D

R A

IL

W

W W W W W W W W W W W W W W W W W W W W W W W W W

W W

W W

W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W

F F F

W W W W W W W W W W W W W W W W W W W W W

HANDRAIL SCHEDULE

X

NO SCALE

HANDRAIL

UPPER GUIDEWALL

LANDWALL

RIVERWALL

LOWER GUIDEWALL

CHAMBER FACE 2'-4" VERIFY TO CLEAR TRAVELING KEVEL

LAND FACE 7" RELOCATE TO LANDSIDE OF WIDENING

LAND FACE 7" RELOCATE TO LANDSIDE OF WIDENING

RIVER FACE 7"

LOCK FACE 1'-0"

CHAMBER FACE 1'-0"

CHAMBER FACE 1'-0"

LOCATION DIMENSION "X" REMARKS

FF

SHOP BUILDING

MAINTENANCE AND

SHOP

WELDING

STATION

CENTRAL CONTROL

M A

T

N E

M A

T

N E

M A

T

N E

M A

T

N E

FLOW

FLOW

FLOW

S T

B

S T

B

S T

A

96F 96F 96F

96F

X

N T

L E

S T

N C

E

L I

M

W

S T

A

FOOTINGS BEHIND SIDEWALKS.

A PORTION OF THE 8'-0" FENCE TO BE SET ON

INSTALL AT BACK OF LOCKWALL / SIDEWALK.LAND FACE 7"

NEW GATE

LOCATION OF

THE VERTICAL POSTS ARE TYPICALLY SPACED 8' APART.

VERTICAL POST TO FIT INTO NEW HANDRAIL BASE.

EXISTING BASE PLATES TO BE CUT OFF TO ALLOW

ON THE RIVERWALL ONLY WILL REQUIRE THE

14. THE HANDRAIL TO BE REINSTALLED ( R )

NOTES: (continued)

B

M A

R C

A

S

E P

T

1 EXISTING LOCATION OF HANDRAIL ON MONOLITH 19

NEW 30" WORKING RAIL (APPROX. 265 L.F.)

NEW 48" FENCE (APPROX. 623 L.F.)

NEW 42" HANDRAIL (APPROX. 940 L.F.)

NEW 96" FENCE ON FOOTINGS (APPROX. 133 L.F.)

NEW 96" FENCE (APPROX. 164 L.F.)

REMOVE AND REINSTALL HANDRAIL (APPROX. 970 L.F.)

REMOVE AND REINSTALL WORKING RAIL (APPROX. 2520 L.F.)

1 19

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ON MONOLITH 19 ( )

EXISTING LOCATION OF HANDRAIL

SEE SHEET S31 FOR CONCRETE DETAILS

RELOCATE HANDRAIL ON MONOLITH 19

REQUIRED TO PERFORM WORK AND REINSTALLED.

8. ALL HANDRAIL ON GUARDWALL SHALL BE REMOVED AS

7. INSTALL NEW GATES AT EXISTING GATE LOCATIONS.

6. INSTALL ALL HANDRAIL PER MANUFACTURER'S SPECIFICATIONS.

INTERNAL SPLICES.

5. ALL RAIL SPLICES SHALL BE OUTSIDE OF FITTINGS, USING

FABRICATION. ALL CONNECTIONS SHALL BE SLIP-ON FITTINGS.

4. ALL HANDRAILING AND POSTS SHALL BE GALVANIZED AFTER

LENGTH OF HANDRAIL.

SHOWN IN RAILING LAYOUT. FIELD VERIFY EXACT LOCATION AND

3. REMOVE AND REPLACE OR REINSTALL ALL EXISTING HANDRAIL AS

C. VERTICAL POSTS CONTINUOUS TO TOP RAIL

B. MAXIMUM POST SPACING = 8'-0"

A. MAXIMUM TOP RAIL LENGTH = 32'-0"

THE FOLLOWING CRITERIA SHALL BE APPLIED:

(LAYOUT MUST SHOW MONOLITH JOINTS).

2. CONTRACTOR SHALL SUBMIT HANDRAIL LAYOUT FOR APPROVAL

ANCHOR BOLTS AND NUTS SHALL BE GALVANIZED.

4000 LB ULTIMATE PULLOUT, AND 6000 LB ULTIMATE SHEAR. ALL

EXPANSION BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 6 INCHES,

ANCHOR BOLTS SHALL EITHER BE EMBEDDED OR EXPANSION TYPE.

WORKING RAIL BASE PLATES SHALL MATCH EXISTING ANCHOR SIZE,

BASE PLATES SHALL BE •" DIA. ANCHOR BOLTS FOR EXISTING

1. ALL ANCHOR BOLTS SHALL BE REPLACED. ANCHOR BOLTS FOR NEW

NOTES:

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B

M A

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A

SEE SHEET S301

AROUND COMPRESSOR,

FOR HANDRAIL/FENCE

J

U L

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R C

A

S H

E

I

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D I

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W W

96F

SHOP BUILDING

MAINTENANCE AND

FENCE HERE

STOP 96"

10'-0"

F

F

48" FENCE

GATE

TELEPHONE

VENDING MACHINE

SIDEWALK. SEE SHEET S217 FOR DETAILS.

13. NEW 8' HIGH FENCE TO HAVE FOOTINGS SEPARATE FROM

JOINTS AS SHOWN IN DETAIL 1 ON SHEET S216.

12. HANDRAIL SHALL HAVE EXPANSION SPLICES AT ALL MONOLITH

AS NOTED/SHOWN DIFFERENTLY.

11. REINSTALL ALL HANDRAILING IN EXISTING LOCATIONS, EXCEPT

10. FIELD VERIFY LOCATION AND DIMENSIONS OF ALL HANDRAIL.

HIGH BY 8' WIDE.

REPLACE (2) 4' HIGH BY 4' WIDE. (1) DOUBLE GATE 8'

1 NEW GATE TO BE ADDED. NEW (1) 4' HIGH BY 4' WIDE.

9. THERE ARE 3 GATES THAT NEED TO BE REPLACED AND

NOTES: (continued)

96F

F

F

4" GATE

F

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N S

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Y

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US Army Corps of Engineers

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Number:

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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

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S T

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S T

B

S T

FITTING

"CROSS"

(TYPICAL)

SET SCREWS

STAINLESS STEEL

{ HANDRAIL

OR WALL

TOP OF CURB

UNTIL BREAKS AT MONOLITHS

TOP RAIL CONTINUOUS

CONTINUOUS

VERTICAL POSTS

B M

A

J W

C

F R J

R C

A

S216

A

VARIEST

T

T

T

T

T

T

T

8'-0 " (MAX.)

M J

T T

T T

TYPICAL 42" HANDRAIL SECTIONS

BASE FLANGE

12" 6" 3" 0 1'9"

EXISTING HANDRAIL SUPPORTS

REMOVAL OF

AT REMOVAL LINE

CUT OFF PIPE

4" RESURFACING

WITH CONCRETE

BLACK PIPE FILLED

EXISTING 2" DIA.

"L" FITTING

2" DIA. X-STRONG

PIPE (TYP.)

2" DIA. X-STRONG

PIPE (TYP.)

T

AT ALL MONOLITH JOINTS

PROVIDE EXPANSION FITTING

T

T

D E T

A

IL

S

I

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L A

C E

M E

N T

H A

N D

R A

IL

TYPICAL CONNECTION DETAILS

NO SCALE

012" 1' 2'

0 1" 2" 3" 4" 5" 6"

PLAN

2" STD PIPE

NEW HANDRAIL BASENEW •" ANCHORS

SECTION

A

HANDRAIL BASE DETAILS

N

6000 LB. SHEAR.

AND HAVE A MINIMUM 4000 LB. PULLOUT AND

THEY SHALL BE EMBEDDED A MINIMUM OF 6"

1. ANCHOR BOLTS SHALL BE •"} GALVANIZED.

NOTES:

B

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A

O C

T

BETWEEN THE BASE PLATE AND CONCRETE.

BASE PLATE. THE GASKET SHALL BE INSTALLED

GASKET MATCHING THE FOOTPRINT OF THE

REINSTALLED/INSTALLED WITH A NEOPRENE

2. ALL EXISTING AND NEW HANDRAIL SHALL BE

CONCRETE

EXISTING

GASKET

NEOPRENE

A M

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D

T

O P

R E

S K

E T

4" 2.40"

2" IPS # 70 COUPLING

R V

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D A

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DETAIL

NO SCALE

R E

V I

S

N S

T R

U C

T E

D

8"

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island p w

M V

R

A P

P W I

N T m v r d s u s a c e a r m y m i l

C E

M c k

I s l a s t r i g i t u l t

D o c u m e n t s

E n g i n e e r i o j e c h i v e s

A r c h i v e s d g n

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U

G I

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D e s i g n

C h e c k

R e v i e w

D a t e

D r a w i d e

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O W

N

D A

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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

M A J

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B I

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