LD8 Amendment 0003 - FULLSIZE.pdf

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DEMOLITION PLAN - GATE 4

A1

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

CL

CL

CL

CL

BELOW, TYP

EXISTING CULVERT

MACHINERY PIT

EXISTING

RECESS

EXISTING LADDER

RECESS

EXISTING LADDER

CHECK POST

REMOVE EXISTING

FACE OF LOCK WALL

STATION MANHOLE

EXISTING CONTROL

OPENING BELOW

EXISTING MANHOLE

STAND

EXISTING CONTROL

EXISTING CHECK POST

TRENCH, TYP.

EXISTING ELECTRICAL

F L

O W

SG514 (TOP LINE HOOK ONLY).

RETAIN FOR REUSE. SEE SHEET

REMOVE EXISTING LINE HOOK AND

DRAIN

EXISTING

EXISTING LINE HOOK

EXISTING CURB ANGLE

DO NOT DEMOLISH

(SEE SHEET SG513)

(CONTROL POINT B)

RECESS ANCHORAGE PIN

LIMITS SEE SHEET SD502

CONCRETE DEMOLITION

ANCHORAGE

EXISTING RECESS

AND ANCHORAGE PIN

RECESS ANCHORAGE

AND ANCHORAGE PIN

MITER ANCHORAGE

ANCHORAGE

EXISTING MITER

LIMITS SEE SHEET SD501

CONCRETE DEMOLITION

(SEE SHEET SG513)

(CONTROL POINT 1)

MITER ANCHORAGE PIN

GATE RECESS

EXISTING

CL

CL

(SEE SHEET SG513)

(CONTROL POINTS 1 AND A)

PINTLE AND GUDGEON PINCL

EXISTING DRAIN

GATE RECESS

AUXILIARY

EXISTING

MONOLITH I-5 AND MONOLITH I-6

LIMITS FOR LINE HOOK

CONCRETE DEMOLITION

OPENING BELOW

EXISTING PULL BOX AND

MONOLITH I-6

MONOLITH I-5

MONOLITH JOINT

SEE NOTE 6

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®of Engineers

US Army Corps

U .S

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VIEW ROTATED 6.60°

NOTE:

4'0 2' 8'

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STRUCTURAL SHEET NOTES

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SPECIFICATION SECTION 05 50 15 CIVIL WORKS FABRICATIONS.

REMOVE WALL ARMORING PLATE AND REPLACE TO MATCH EXISTING. SEE 6.

STRAIGHT AND SQUARE CUT LINES.

THE REMOVED BOUNDARIES SHALL BE INTO SOUND CONCRETE, WITH 5.

SEE DEMOLITION NOTES ON SHEET S-001.

ARE REUSED THAT COULD BE DAMAGED SHALL BE REMOVED AND STORED.

PRIOR TO CONCRETE REMOVAL, MISCELLANEOUS ITEMS THAT REMAIN OR 4.

VERIFY DIMENSIONS AND VERIFY EMBEDMENT.

SHOWN ON SHEET SD501, SD502 AND SD503. CONTRACTOR SHALL FIELD

EXISTING DEMOLITION LIMITS SHOWN ARE APPROXIMATE. DIMENSIONS ARE 3.

MITER GATE AND ANCHORAGE BARS NOT SHOWN FOR CLARITY.2.

REFER TO SHEET S-001 FOR NOTES.1.

A1

SD301

A1

SD501

A6

SD301

A1

SD502

SD503

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DEMOLITION PLAN - GATE 2

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

(SEE SHEET SG513)

(CONTROL POINT 2)

MITER ANCHORAGE PIN

FACE OF LOCK WALL

(SEE SHEET SG513)

(CONTROL POINT B)

RECESS ANCHORAGE PIN

CL

CL

CL

CL

MACHINERY PIT

EXISTING

FACE OF LOCK WALL

CHECK POST

REMOVE EXISTING

LADDER RECESS

EXISTING

BELOW, TYP

EXISTING CULVERT

TRENCH

EXISTING ELECTRICAL

EXISTING LIGHT STANDARD

EXISTING BULKHEAD SLOT

EXISTING PULL BOX

EXISTING VALVE PIT

F L

O W

EXISTING LINE HOOK

DRAIN

EXISTING

EXISTING CURB ANGLE

DO NOT DEMOLISH

AND ANCHORAGE PIN

RECESS ANCHORAGE

LIMITS SEE SHEET SD502

CONCRETE DEMOLITION

ANCHORAGE

EXISTING RECESS

LIMITS SEE SHEET SD501

CONCRETE DEMOLITION

ANCHORAGE

EXISTING MITER

AND ANCHORAGE PIN

MITER ANCHORAGE

MONOLITH L-5

GATE RECESS

EXISTING

CL

CL

(SEE SHEET SG513)

(CONTROL POINTS 1 AND A)

PINTLE AND GUDGEON PINCL

OPP

EXISTING DRAIN

OPP

ANCHORAGE FRAME

TO INSTALL NEW MITER

VERIFY IN FIELD IF REQUIRED

EXISTING ELECTRICAL TRENCH,

ANCHORAGE FRAME BELOW

CORNER OF NEW MITER

EXCAVATION REQUIRED FOR

SEE F1/SG501 FOR ADDITIONAL

SEE NOTE 7

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®of Engineers

US Army Corps

U .S

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IN

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VIEW ROTATED 6.60°

NOTE:

4'0 2' 8'

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STRUCTURAL SHEET NOTES

SEE SPECIFICATION SECTION 05 50 15 CIVIL WORKS FABRICATIONS.

REMOVE WALL ARMORING PLATE AND REPLACE TO MATCH EXISTING. 7.

CONTRACTOR SHALL REMOVE AND STORE TO PREVENT DAMAGE.

IF EXISTING LIGHT STANDARD INTERFERES WITH CONCRETE DEMOLITION, 6.

STRAIGHT AND SQUARE CUT LINES.

THE REMOVED BOUNDARIES SHALL BE INTO SOUND CONCRETE, WITH 5.

SEE DEMOLITION NOTES ON SHEET S-001.

ARE REUSED THAT COULD BE DAMAGED SHALL BE REMOVED AND STORED.

PRIOR TO CONCRETE REMOVAL, MISCELLANEOUS ITEMS THAT REMAIN OR 4.

DIMENSIONS AND VERIFY EMBEDMENT.

SHOWN ON SHEET SD501 AND SD502. CONTRACTOR SHALL FIELD VERIFY

EXISTING DEMOLITION LIMITS SHOWN ARE APPROXIMATE. DIMENSIONS ARE 3.

MITER GATE AND ANCHORAGE BARS NOT SHOWN FOR CLARITY.2.

REFER TO SHEET S-001 FOR NOTES.1.

A P

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SD502

A6

SD302

A1

SD302

SD501

12:00:38 PM4/7/2021MELINDA.KNUDSON

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1'-4"3'-0"

5"

3'-9"

4'-9"

6'' 1'-0''

2'-1" 2'-8"

5"

(SEE SHEET SG513)

ANCHORAGE BAR

EXISTING RECESS

2'-8"2'-1"

(SEE SHEET SG513)

ANCHORAGE BAR

EXISTING RECESS

/4

5''5'-0''4'-9''

/4

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

DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION SECTION

A1

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

DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION PLAN

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SECTION

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

E5

SECTION

E8

LOCK WALL

FACE OF

ANCHORAGE

EXISTING RECESS LOCK WALL

FACE OF

ANCHORAGE

EXISTING RECESS

2. TYPICAL FOR MONOLITH I-5, MIRROR FOR MONOLITH L-5.

1. VIEW ROTATED 6.60°.

NOTE:

1. TYPICAL FOR MONOLITH I-5, MIRROR FOR MONOLITH L-5.

NOTE:

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

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

STRUCTURAL SHEET NOTES

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N

STRAIGHT AND SQUARE CUT LINES.

THE REMOVED BOUNDARIES SHALL BE INTO SOUND CONCRETE, WITH 6.

PREVENT DAMAGE.

AND HAND RAILINGS SHALL BE REMOVED AND STORED TO

PRIOR TO CONCRETE REMOVAL, ALL MISCELLANEOUS STEEL 5.

INSTALLATION FOR COMPLETE SEQUENCE INFORMATION.

AND SEE SPECIFICATION SECTION 35 50 56 MITER GATE ANCHORAGES REMOVAL 4.

SHALL BE COATED WITH A ZINC COATING.

THE REMAINING EXPOSED SURFACES OF THE EXISTING ANCHORAGE FRAME

CONCRETE DEMOLITION ELEVATION USING FLAME CUTTING OR OTHER METHOD.

AT DEMOLITION, CUT EXISTING ANCHORAGE FRAME FLUSH WITH THE 3.

SEE SPECIFICATION SECTION 02 41 00 STRUCTURAL DEMOLITION.2.

MINIMUM GROUT THICKNESSES REQUIREMENTS ON SHEET SG511.

SHALL FIELD VERIFY DIMENSIONS AND VERIFY EMBEDMENT. SEE MAXIMUM AND

DEMOLITION DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR 1.

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US Army Corps

U .S

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F L

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CL

FACE OF WALL

CHECK POST

REMOVE EXISTING

ANCHORAGE BAR

RECESS

RECESS

LADDER

EXISTING

(CONTROL POINT B)

PIN ANCHORAGE

CL

(MONOLITH I-5 ONLY)

(TOP LINE HOOK ONLY)

SEE SHEET SG514

RETAIN FOR REUSE.

LINE HOOK AND

REMOVE EXISTING

EXISTING CURB ANGLE

DO NOT DEMOLISH

ANCHORAGE

EXISTING RECESS

FABRICATION.

05 50 15 CIVIL WORKS

SPECIFICATION SECTION

MATCH EXISTING. SEE

PLATE AND REPLACE TO

REMOVE WALL ARMORING

ANCHORAGECL

LIMITS OF EXCAVATION

TOC

CL

LIMITS OF EXCAVATION

ANCHORAGECL

TOC

CL

E8

SD502

E5

SD502

A5

SD502

LIMITS OF EXCAVATION

LIMITS OF EXCAVATION

(PORTION TO REMAIN)

EXISTING RECESS ANCHORAGE

TOC

DEMOLITION ELEVATION

FLUSH WITH CONCRETE

TRIM EXISTING ANCHORAGE

BAR RECESS

EXISTING ANCHOR

CHECK POST

REMOVE EXISTING

RECESS

LADDER

EXISTING

SEE NOTES

DEMOLITION

CONCRETE

CLANCHORAGE PIN

HOOK

LINE

EXISTING

(MONOLITH I-5 ONLY, SEE SHEET SG514)

REMOVE EXISTING LINE HOOK AND RETAIN FOR REUSE.

CL RECESS ANCHORAGE

BAR (SEE SHEET SG513)

(SEE SG513)

CONTROL POINT B

12:01:10 PM4/7/2021MELINDA.KNUDSON

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2''

M A

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2 1/2 ''

5''

M A

X

TYP

CONCRETE,

EXISTING

TYP

EPOXY ADHESIVE,

MIN EMBED W/

EA FACE WITH 12"

#4 VERT @ 6" OC

TYP

EPOXY ADHESIVE,

MIN EMBED W/

EA FACE WITH 12"

#5 HORIZ @ 12" OC

CONCRETE

NEW CIP

OF LOCK WALL

VERTICAL FACE

PER D5/SG504

PROTECTION

STEEL EDGE

DIRECTION

ALTERNATE HOOK

#4 HOOK @ 8" OC,

PER F1/SG503, TYP.

ANGLE AND STUD

F1/SG503, TYP.

ANGLE PER

TYP.

W/ EPOXY ADHESIVE,

WITH 12" MIN EMBED

#5 HORIZ @ 12" OC

LADDER ACCESS

LOCK WALL W/IN

VERTICAL FACE OF

TYP.

CONCRETE,

NEW CIP

GROUT POUR

SECOND STAGE

GROUT POUR

FIRST STAGE

NON-SHRINK GROUT

TYP UNO

W/ EPOXY ADHESIVE,

WITH 12" MIN EMBED

#5 HORIZ @ 12" OC

A1/SG501

EMBED PER

OC, LAP AND

#5 HORIZ @ 12"

GROUT POUR

SECOND STAGE

GROUT, VARIES

TOP OF NON-SHRINK

TYP.

CONCRETE,

EXISTING

PER D5/SG504

PROTECTION

STEEL EDGE

TYP

EPOXY ADHESIVE,

MIN EMBED W/

EA FACE WITH 12"

#5 HORIZ @ 12" OC

CONCRETE

NEW CIP

LOCK WALL

VERTICAL FACE OF

TYP

EPOXY ADHESIVE,

MIN EMBED W/

EA FACE WITH 12"

#4 VERT @ 6" OC

PER F1/SG503

ANGLE AND STUD

TYP.

CONCRETE,

EXISTING

TYP UNO

W/ EPOXY ADHESIVE,

WITH 12" MIN EMBED

#5 HORIZ @ 12" OC

GROUT POUR

FIRST STAGE

GROUT POUR

SECOND STAGE

A1/SG501

EMBED PER

OC, LAP AND

#5 HORIZ @ 12"

GROUT, VARIES

TOP OF NON-SHRINK

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DETAIL - REINFORCEMENT AT RECESS ANCHORAGE W/ LADDER

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

SECTION - RECESS ANCHOR

E1

E4

SECTION - RECESS ANCHOR

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

E7

SECTION - RECESS ANCHOR

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US Army Corps

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TOC

F1

SG503

#5 HORIZ @ 12" OC

REFER TO ELEVATION VIEW

HOOK BARS WHERE APPLICABLE;

REINFORCEMENT

PRIMARY

PARAPET WALL

AND HOOK REQS.

E4/SG502 FOR EMBED

#5 @ 12" OC HORIZ; REF

#5 HORIZ @ 12" OC

CURB ANGLE

REINSTALL

12" OC

#5 HORIZ @

6" OC

#4 VERT @

PLAN

1. TYPICAL FOR MONOLITH L-5, MIRROR FOR MONOLITH I-5.

2. THE GRATING SEAT ANGLES AND ASSOCIATED DOWEL EMBEDS,

CORNER PROTECTION, AND WALL ARMORING PLATE NOT SHOWN

FOR CLARITY.

3. FOR ADDITIONAL LADDER RECESS DETAILS SEE SHEET SG504.

NOTE:

5'-0''

LADDER

RECESS

D7/SG504, NOT SHOWN

AT LADDER RECESS PER

VERTICAL WALL ARMOR

DRAIN PER A6/SG503

TOC

SIM

TOC

SIM

WALL PRIMARY HORIZ REINF

TYP; LAP MIN 18" WITH PARAPET

EMBEDMENT W/ EPOXY ADHESIVE,

#5 HORIZ @ 12" OC WITH 12" MIN

DEPTH PER A1/SG504

MATCH NEW POUR LADDER RECESS

W/ IN UPPER RECESS OF LADDER TO

SECOND STAGE CONCRETE POUR

PRIMARY VERT REINF.

AROUND PARAPET WALL

HORIZ BARS, HOOK BAR

SHEAR KEY CONFLICTS WITH

WHERE ANCHORAGE FRAME

NOTE:

1. NEW AND EXISTING RECESS ANCHORAGE FRAMES NOT SHOWN FOR CLARITY.

2. CORNER PROTECTION, WALL ARMORING PLATE, AND GRATING SEAT ANGLES

NOT SHOWN FOR CLARITY.

PER E4/SG505

CORNER GEOMETRY

EACH END, TYP.

EMBEDDED REBAR

OC; LAP 14" WITH

#5 HORIZ @ 12"

W/ EPOXY ADHESIVE, TYP.

12" MIN EMBEDMENT

#5 HORIZ @ 12" OC WITH

W/ EPOXY ADHESIVE

12" MIN EMBEDMENT

#4 VERT @ 6" OC WITH

DRAIN PER A6/SG503

ELEVATION

#5 HORIZ @ 12" OC

PER SG503, NOT SHOWN

WALL CORNER ARMOR

D7/SG504, NOT SHOWN

AT LADDER RECESS PER

VERTICAL WALL ARMOR

STRUCTURAL SHEET NOTES

N A

V D

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

W I

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

N A

D

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E

D F

A C

T O

R

C F

.9

G E

O

ID

0 2' 4'1'

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

MINIMUM CLEAR COVER OF 3 INCHES, UNLESS NOTED OTHERWISE.

EMBEDMENT OF 12 INCHES WITH EPOXY ADHESIVE AND SHALL HAVE A

THE REINFORCEMENT DOWELED INTO CONCRETE SHALL HAVE A MINIMUM 5.

SHALL BE FILLED WITH GROUT.

GROUT SHALL BE PLACED IN BETWEEN SHEAR KEY STIFFENERS. ALL VOIDS 4.

GROUT SHALL BE PLACED AND SLOPED TO DRAIN OUT OF RECESS.3.

SHALL BE COATED WITH A ZINC COATING.

THE REMAINING EXPOSED SURFACES OF THE EXISTING ANCHORAGE FRAME 2.

CONCRETE AND REINFORCING NOTES ARE LOCATED ON SHEET S-001.1.

R

E S

P O

N S

E T

O B

ID

D

E R

I N

Q U

IR

A P

R

E4

SG502

E7

SG502

E1

SG502

F9

SG504

F1

SG503

F1

SG503

F1

SG503

12:01:50 PM4/7/2021MELINDA.KNUDSON

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E N

A M

E

L D

A

R

S G d

Y

P

T Y

P

TYP

1''

TYP

2 1/2"

EMBEDMENT

4''

/2

C L

R

1 1/2 ''

5''CLR

2"

3'-8''3'-8''3'-8''3'-8''

HOLE, TYP.

SURFACE

AND CONCRETE

BTWN STEEL

BONDING AGENT

8 1/2"X11"X1/2"

STEEL PL

4"X4"X1/4"

STEEL HSS

SUPPORT BRACE

EMBEDMENT

EPOXY ADHESIVE

W/ 4" MINIMUM

THREADED RODS

F 1554 GR. 36

1/2" STEEL PL

1/2" STEEL CAP PL

BRACE

SUPPORT

BRACING PLATE

1/2" PL

STEEL PL 8 1/2"X11"X1/2"

CONCRETE SURFACE

BTWN STEEL AND

BONDING AGENT

BRACE

SUPPORT

CONCRETE

EXISTING

CUT LINE

CONCRETE

3/8"X3" STUD @ 12"

GALVANIZED (TYP)

FROM L2"X2"X1/4"

L2"X1 1/2"X1/4" CUT

1 1/4" RECESS GRATING

SECOND STAGE INFILL CONCRETE

WITH EPOXY ADHESIVE

6" MIN EMBEDMENT

HOOK @ 12" OC WITH

B

T W

IT

C

H E

E E

T

M

IS

C E

L L

A N

E O

U S

D E

T A

IL

S

S T

R U

C T

U R

A L

SG503

P

C E

H

O U

K N

U D

S

A6

DETAIL - SUPPORT BRACE

SCALE: 6"=1'-0"

C6

C8

SCALE: 3"=1'-0"

F4

DETAIL - MITER GATE ANCHORAGE RECESS FRAMES SECTION - WALL BRACING

SECTION - SUPPORT BRACE ENDTO BRACING PLATE

DETAIL - SPLICEDETAIL - TYPICAL NEW SEAT ANGLE

A N

S

N O

A

C K

D

A

S

IS

S

IP

P I

R

IV

A

N C

H O

R A

G E

R E

P L

A C

E M

E

E S

B

R C

H

P

A U

L

M

IN

N E

S O

T A

-1

T H

S T

E A

S T

S

T E

P

A U

L D

IS

T

R

T R

A T

E C

H .C

L L

E V

U E

W

A

T

H A

V E

N

E

S U

IT

E

T R

A T

E

DETAIL - SUPPORT BRACE

SCALE: 6" = 1'-0"

E6

-B U

IL

T

N O

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

F L

O W

WALL ARMOR

EXISTING

LOCK WALL

FACE OF

PER A6/SG503

PVC DRAIN PIPE, TYP

FRAME

AT RECESS ANCHORAGE

WALL SUPPORT BRACE, TYP

CORNER CAP

EXISTING

PER D1/ SG504

CONNECTION

LADDER RUNG

BLW

SEE NOTE 8

11''

1/4

/2

PJP

3/16

TYP

3/16

G

A6

SG503

D9

SG504

F9

SG504

E4

SG505

D5

SG504

C7

SG505

F4

SG503

F4

SG503

D7

SG504

C8

SG503

C6

SG503

F1

SG503

EXISTING CURB ANGLE

EXCAVATION

AT BASE OF ANCHOR

PVC DRAIN PIPE, TYP.

TYP

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

0 1" 2"1/2"0 1" 2"1/2"

0 1" 2"1/2"

0 1" 2"1/2"6"0 3" 1'

N A

V D

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

W I

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

N A

D

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E

D F

A C

T O

R

C F

.9

G E

O

ID

2. TYPICAL FOR SEAT ANGLES AND AT EXISTING CURB ANGLE.

1. TYPICAL FOR EDGE PROTECTION.

NOTE:

WORKS FABRICATIONS.

WALL ARMORING PLATE BELOW. SEE SPECIFICATION SECTION 05 50 15 CIVIL 8.

MINIMUM CLEAR COVER OF 3 INCHES, UNLESS NOTED OTHERWISE.

EMBEDMENT OF 12 INCHES WITH EPOXY ADHESIVE AND SHALL HAVE A

7. THE REINFORCEMENT DOWELED INTO CONCRETE SHALL HAVE A MINIMUM

TO VERIFY.

6. LENGTH OF REPLACEMENT SEAT ANGLES ARE APPROXIMATE. CONTRACTOR

MONOLITH L-5 AND I-5 ONLY.

5. SUPPORT BRACES SHALL BE ON RECESS ANCHORAGE. RECESSES ON

4. REMAINING PORTION OF EXISTING ANCHORAGE NOT SHOWN FOR CLARITY.

AND HOT DIPPED GALVANIZED.

3. RECESS SEAT ANGLE STEEL AND SUPPORT BRACE STEEL SHALL BE ASTM A36

LONG. PROVIDE 1/4" (TYP.) CLEARANCE BETWEEN GRATING PANELS.

2. A SINGLE RECESS GRATING PANEL SHALL NOT BE MORE THAN (5) FEET

1-1/4" X 1/8" AND SPACING OF 1-3/16.

GALVANIZED RECESS GRATING PANELS SHALL HAVE A BEARING BAR SIZE OF

1. THE RECESS GRATING SHALL BE HOT DIPPED GALVANIZED STEEL. THE

STRUCTURAL SHEET NOTES

A P

R

R

E S

P O

N S

E T

O B

ID

D

E R

I N

Q U

IR

E6

SG503

SG503

12:39:39 PM4/7/2021MELINDA.KNUDSON

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E N

A M

E

L D

A

R

S G d

10'-11''

4''

3'-2''

5 SPA @ 4"

3 1/2 ''

R

3 1/2 ''

3'-8''

10'-1''

11''R

'-8

R

7''

R

3'-2''

5 SPA @ 4" 3 1/2 ''

'-8

R

11''R

1'-2''

TYP

7''

T Y

P

T Y

P

10'-11''

7'-9''3'-2''

3''3 SPA @ 1'-0"1'-0''2 SPA @ 1'-6"3'-8''

3 7/8 ''R

EQEQ

EQEQ

/2

/2

B

T W

IT

C

H E

IT

E R

A N

C H

O R

A G

E F

R A

M E

A S

S E

M B

L Y

S T

R U

C T

U R

A L

SG506

P

C E

H

O U

K N

U D

S

DETAIL - NEW MITER ANCHORAGE FRAME PLAN

A1

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

DETAIL - NEW MITER ANCHORAGE FRAME ELEVATION

D1

A N

S

N O

A

C K

D

A

S

IS

S

IP

P I

R

IV

A

N C

H O

R A

G E

R E

P L

A C

E M

E

E S

B

R C

H

P

A U

L

M

IN

N E

S O

T A

-1

T H

S T

E A

S T

S

T E

P

A U

L D

IS

T

R

T R

A T

E C

H .C

L L

E V

U E

W

A

T

H A

V E

N

E

S U

IT

E

T R

A T

E

NOTE 11

SEE

± 1/16"

5"

± 1/16"

5"

± 1/16"

9"

0 + 1/8"

3'-2"

CONTROL DIMENSIONS

A S

-B U

IL

T

N O

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

OF PIN & HOLE

FLANGE

1 3/4" BOTTOM

OF MITER ANCHORAGE FRAME

CL

CL

= 1'-8"

2" PIN PLATE

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

PLAN

NUMBER, SEE NOTE 6

SHEAR KEY IDENTIFICATION

SEE NOTE 6

IDENTIFICATION NUMBER,

ANCHORAGE FRAME

SG507 FOR DETAILS)

SHEAR KEY (SEE SHT

FLANGE

1 3/4" TOP

PLACES ONLY, TYP

TAPPED HOLE, 2

Ø.75 1.25

= 1'-8"

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

TOP PIN PLATEBOTTOM PIN PLATE

3 1/2 ''

R

2" PIN PLATE

SEE DETAIL D7/SG507

5" SPACER PLATE,

SHEAR KEY

OF PIN & HOLECL

IN PLATE, TYP, 4 TOTAL

DRILLED AND TAPPED

2 3 4

PIN PLATE

CONNECTION, 16 TOTAL.

AND ASTM F436 FLAT WASHERS. SLIP CRITICAL

BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS

1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490

CONNECTION, 12 TOTAL.

AND ASTM F436 FLAT WASHERS. SLIP CRITICAL

BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS

1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490

RODS, 8 TOTAL

RODS, 6 TOTAL

2'0 1' 4'

2'0 1' 4'

N A

V D

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

W I

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

N A

D

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E

D F

A C

T O

R

C F

.9

G E

O

ID

1 *

D

IM

E N S

IO

N

F R

A M

E

2 3 4 5* *

*SEE NOTE 13

STRUCTURAL SHEET NOTES

1 2

SURFACES PRIOR TO TENSIONING THE BOLTS.

.01 INCHES SHALL EXIST AT ANY POINT WITHIN THE BOUNDARY OF THE FAYING

INTO THE ANCHOR FRAMES WITH THE PIN PLATES, A GAP NO GREATER THAN

ANCHORAGE FRAMES. SHIMS SHALL BE MACHINED SO THAT ONCE ASSEMBLED

PIN PLATES AND ASSOCIATED SHIMS SHALL BE MATCHED TO SPECIFIC 13.

ALL ANCHOR FRAME STEEL IS FCM.12.

REFER TO MECHANICAL SHEET M-501 TO MATCH RC5 FIT WITH PIN.11.

, , ETC. REFER TO CONTROL DIMENSIONS, SEE TABLE ON THIS SHEET.10.

AND HEIGHT IS +/- 1/16 INCH.

OVERALL TOLERANCE ON ANCHORAGE FRAME FABRICATION LENGTH, WIDTH 9.

BRIDGES.

IN AISC 303-16 CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND

BE PARALLEL OR PERPENDICULAR WITHIN ANGULAR TOLERANCES SPECIFIED

FEATURES OF PARTS AND ASSEMBLIES THAT ARE IMPLIED AS PARALLEL MUST 8.

DIMENSIONS INDICATED, AND AVOID UNWORKABLE TOLERANCE STACK-UPS.

ADJUST SHOP DIMENSIONS AND TOLERANCES TO ACHIEVE LAYOUT 7.

IS APPLIED, LETTERING IS VISIBLE.

ENGRAVED OR STAMPED TO A DEPTH THAT WHEN PAINT SYSTEM OR COATING

MINIMUM 1/4 INCH LETTERS AND/OR NUMBERS. LETTERS SHALL BE EITHER

WITHOUT DISASSEMBLY OR REMOVAL OF PART. IDENTIFIER SHALL BE A

CORPS OR DESIGNATED REPRESENTATIVE IN LOCATIONS THAT ARE VISIBLE

ALL PARTS SHALL BE PROVIDED WITH A UNIQUE IDENTIFIER PROVIDED BY THE 6.

IMPACT ZONE 3, UNLESS OTHERWISE NOTED.

ALL PLATE STEEL, INCLUDING SHIMS, SHALL BE ASTM A709, GRADE HPS 50W, 5.

PIN PLATES SHALL BE ASTM A709 GRADE HPS 50WF, IMPACT ZONE 3.4.

FOR MITER ANCHOR ROD INSTALLATION SEE SHEET SG508.3.

FOR MITER ANCHORAGE FRAME DETAILS SEE SHEET SG507.2.

SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES.

FOR SLIP CRITICAL CONNECTION ASSEMBLY SEE SPECIFICATION 1.

R

E S

P O

N S

E T

O B

ID

D

E R

I N

Q U

IR

A P

R

SG507

12:40:06 PM4/7/2021MELINDA.KNUDSON

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E N

A M

E

L D

A

R

S G d

3'-2''

5 SPA @ 4"

3 1/2 ''

R

3 1/2 ''

11''R

9'-5''

3'-8''

8'-7''

10''

'-8

R

7''

R

'-8

R

T Y

P

11''R

T Y

P

3 1/2 ''5 SPA @ 4"

3'-2''

TYP

7''

1'-2''

9'-5''

6'-3''3'-2''

3''2 SPA @ 1'-6"1'-0''1'-0''4'-2''

9''

/2

/2

6''

B

T W

IT

C

H E

C E

S S

A N

C H

O R

A G

E F

R A

M E

A S

S E

M B

L Y

S T

R U

C T

U R

A L

SG509

P

C E

H

O U

K N

U D

S

DETAIL - NEW RECESS ANCHORAGE FRAME PLAN

D1

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

DETAIL - NEW RECESS ANCHORAGE FRAME ELEVATION

A N

S

N O

A

C K

D

A

S

IS

S

IP

P I

R

IV

A

N C

H O

R A

G E

R E

P L

A C

E M

E

E S

B

R C

H

P

A U

L

M

IN

N E

S O

T A

-1

T H

S T

E A

S T

S

T E

P

A U

L D

IS

T

R

T R

A T

E C

H .C

L L

E V

U E

W

A

T

H A

V E

N

E

S U

IT

E

T R

A T

E

NOTE 11

SEE

± 1/16"

5"

± 1/16"

5"

± 1/16"

9"

0 + 1/8"

3'-2"

CONTROL DIMENSIONS

A S

-B U

IL

T

N O

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®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

= 1'-8"

2" PIN PLATE

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

FLANGE

1 3/4" BOTTOM

OF RECESS ANCHORAGE FRAMECL

OF PIN & HOLECL

PLAN

NOTE 6

NUMBER, SEE

IDENTIFICATION

SHEAR KEY

SG510 FOR DETAILS)

SHEAR KEY (SEE SHT

SEE NOTE 6

IDENTIFICATION NUMBER,

ANCHORAGE FRAME

FLANGE

1 3/4" TOP

PLACES ONLY, TYP

TAPPED HOLE, 2

Ø.75 1.25

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

TOP PIN PLATEBOTTOM PIN PLATE

= 1'-8"

3 1/2 ''

R

2" PIN PLATE

SEE DETAIL D7/SG510

5" SPACER PLATE,

SHEAR KEY

OF PIN & HOLECL

RODS, 6 TOTALRODS, 4 TOTAL

IN PLATE, TYP, 4 TOTAL

DRILLED AND TAPPED

PIN PLATE

2 3 4

CONNECTION, 16 TOTAL.

AND ASTM F436 FLAT WASHERS. SLIP CRITICAL

BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS

1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490

CONNECTION, 12 TOTAL.

AND ASTM F436 FLAT WASHERS. SLIP CRITICAL

BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS

1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490

3 7/8 ''R

2'0 1' 4'

2'0 1' 4'

N A

V D

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

W I

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

N A

D

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E

D F

A C

T O

R

C F

.9

G E

O

ID

1 *

D

IM

E N S

IO

N

F R

A M

E

2 3 4 5* *

*SEE NOTE 13

STRUCTURAL SHEET NOTES

1 2

SURFACES PRIOR TO TENSIONING THE BOLTS.

.01 INCHES SHALL EXIST AT ANY POINT WITHIN THE BOUNDARY OF THE FAYING

INTO THE ANCHOR FRAMES WITH THE PIN PLATES, A GAP NO GREATER THAN

ANCHORAGE FRAMES. SHIMS SHALL BE MACHINED SO THAT ONCE ASSEMBLED

PIN PLATES AND ASSOCIATED SHIMS SHALL BE MATCHED TO SPECIFIC 13.

ALL ANCHOR FRAME STEEL IS FCM.12.

REFER TO MECHANICAL SHEET M-501 TO MATCH RC5 FIT WITH PIN.11.

, , ETC. REFER TO CONTROL DIMENSIONS, SEE TABLE ON THIS SHEET.10.

AND HEIGHT IS +/- 1/16 INCH.

OVERALL TOLERANCE ON ANCHORAGE FRAME FABRICATION LENGTH, WIDTH 9.

BRIDGES.

IN AISC 303-16 CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND

BE PARALLEL OR PERPENDICULAR WITHIN ANGULAR TOLERANCES SPECIFIED

FEATURES OF PARTS AND ASSEMBLIES THAT ARE IMPLIED AS PARALLEL MUST 8.

DIMENSIONS INDICATED, AND AVOID UNWORKABLE TOLERANCE STACK-UPS.

ADJUST SHOP DIMENSIONS AND TOLERANCES TO ACHIEVE LAYOUT 7.

IS APPLIED, LETTERING IS VISIBLE.

ENGRAVED OR STAMPED TO A DEPTH THAT WHEN PAINT SYSTEM OR COATING

MINIMUM 1/4 INCH LETTERS AND/OR NUMBERS. LETTERS SHALL BE EITHER

WITHOUT DISASSEMBLY OR REMOVAL OF PART. IDENTIFIER SHALL BE A

CORPS OR DESIGNATED REPRESENTATIVE IN LOCATIONS THAT ARE VISIBLE

ALL PARTS SHALL BE PROVIDED WITH A UNIQUE IDENTIFIER PROVIDED BY THE 6.

IMPACT ZONE 3, UNLESS OTHERWISE NOTED.

ALL PLATE STEEL, INCLUDING SHIMS, SHALL BE ASTM A709, GRADE HPS 50W, 5.

PIN PLATES SHALL BE ASTM A709 GRADE HPS 50WF, IMPACT ZONE 3.4.

FOR RECESS ANCHOR ROD INSTALLATION SEE SHEET SG511.3.

FOR RECESS ANCHORAGE FRAME DETAILS SEE SHEET SG510.2.

SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES.

FOR SLIP CRITICAL CONNECTION ASSEMBLY SEE SPECIFICATION 1.

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