LD10 Amendment 0003 - HALFSIZE.pdf

11:53:03 AM4/7/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SD101---.dgn

F

IL

E N

A M

E

L D

A R

S

D d g n

B

T W

IT

C

H E

L

G A

T E

P

L A

N

D E

M O

L

IT

IO

N

S T

R U

C T

U R

A

SD101

P

C

E C

E

M K

N U

D S

O N

M H

O U

H

N

S I

D

U

T T

E N

B U

R G

IA

O

C K

D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R

A

N C

H O

R A

G E

R E

P L

A C

E M

E

T

W E

S B

M

R C

H

S

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

IC

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 C

DEMOLITION PLAN - GATE 2

A1

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

CL

CL

CL

CL

MACHINERY PIT

EXISTING

BULKHEAD SLOT

EXISTING

EXISTING PULL BOX

CHECK POST

REMOVE EXISTING

ANCHORAGE

EXISTING RECESS

FACE OF LOCK WALL

BELOW, TYP

EXISTING CULVERT

EXISTING VALVE PIT

F L

O W

TRENCH

EXISTING ELECTRICAL

DRAIN

EXISTING

STANDARD

LIGHT

EXISTING

EXISTING CURB ANGLE

DO NOT DEMOLISH

AND ANCHORAGE PIN

MITER ANCHORAGE

(SEE SHEET SG513)

(CONTROL POINT B)

RECESS ANCHORAGE PIN

LIMITS SEE SHEET SD502

CONCRETE DEMOLITION

(SEE SHEET SG513)

(CONTROL POINT 2)

MITER ANCHORAGE PIN

LIMITS SEE SHEET SD501

CONCRETE DEMOLITION

ANCHORAGE

EXISTING MITER

AND ANCHORAGE PIN

RECESS ANCHORAGE

GATE RECESS

EXISTING

EXISTING DRAIN

(SEE SHEET SG513)

(CONTROL POINTS 1 AND A)

PINTLE AND GUDGEON PINCL

CL

CL

MONOLITH L-23

SEE NOTE 7

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

VIEW ROTATED 14.14°

NOTE:

4'0 2' 8'

N

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

IA

S

P C

S N

O R

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

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

IE

SPECIFICATION SECTION 05 50 15 CIVIL WORKS FABRICATIONS.

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

A1

SD502

A6

SD301

A1

SD301

SD501

11:53:26 AM4/7/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SD102---.dgn

E N

A M

E

L D

A R

S

D d

T W

IT

C

H E

T E

P

L A

N

D E

M O

L

IT

IO

N

S T

R U

C T

U R

A

SD102

P

C

E C

E

M K

N U

D S

O N

M H

O U

S

T T

E N

B U

R G

C K

D

A M

IS

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

DEMOLITION PLAN - GATE 4

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

(SEE SHEET SG513)

(CONTROL POINT 2)

MITER ANCHORAGE PIN

(SEE SHEET SG513)

(CONTROL POINT B)

RECESS ANCHORAGE PIN

CLCL

CL

CL

MACHINERY PIT

EXISTING

FACE OF LOCK WALL

CHECK POST

REMOVE EXISTING

BELOW, TYP

EXISTING CULVERT

RECESS

EXISTING LADDER

EXISTING CHECK POST

TRENCH, TYP.

EXISTING ELECTRICAL

F L

O W

DRAIN

EXISTING

EXISTING CURB ANGLE

DO NOT DEMOLISH

AND ANCHORAGE PIN

RECESS ANCHORAGE

ANCHORAGE

EXISTING RECESS

LIMITS SEE SHEET SD503

CONCRETE DEMOLITION

ANCHORAGE

EXISTING MITER

AND ANCHORAGE PIN

MITER ANCHORAGE

LIMITS SEE SHEET SD501

CONCRETE DEMOLITION

MONOLITH I-26

EXISTING DRAIN

OPP

CL

CL

(SEE SHEET SG513)

(CONTROL POINTS 1 AND A)

PINTLE AND GUDGEON PINCL

GATE RECESS

EXISTING

SEE NOTE 6

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

VIEW ROTATED 14.14°

NOTE:

4'0 2' 8'

N

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

IA

S

P C

S N

O R

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

STRUCTURAL SHEET NOTES

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.

DIMENSIONS AND VERIFY EMBEDMENT.

SHOWN ON SHEET SD501 AND SD503. 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 R

R E

S P

O N

S E

T O

B

ID

D E

R I

N Q

U

IR

A6

SD302

A1

SD302

A1

SD503

SD501

11:53:50 AM4/7/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SD502---.dgn

E N

A M

E

L D

A R

S

D d

1'-4"3'-0"

5"

3'-7"

4'-9"

2'-1" 2'-8"

5"

2'-8"2'-1"

(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

B

T W

IT

C

H E

C E

S S

A N

C H

O R

A G

E S

H E

E T

T Y

P

IC

A L

D E

M O

L

IT

IO

N

D E

T A

IL

S

S T

R U

C T

U R

A L

SD502

P C

E

K

N U

D S

H O

U

A5

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

DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION SECTION

A1

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

DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION PLAN

A N

S

T T

E N

B U

R G

C K

D

A M

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

SECTION

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

E5

E8

LOCK WALL

FACE OF

ANCHORAGE

EXISTING RECESS LOCK WALL

FACE OF

ANCHORAGE

EXISTING RECESS

2. TYPICAL FOR MONOLITH L-23.

1. VIEW ROTATED 14.14°.

NOTE:

1. TYPICAL FOR MONOLITH L-23.

NOTE:

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

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

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

IA

S

P C

S N

O R

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

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.

R E

S P

O N

S E

T O

B

ID

D E

R I

N Q

U

IR

A

P R

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

F L

O W

CL

FACE OF WALL

CHECK POST

REMOVE EXISTING

ANCHORAGE BAR

RECESS

(CONTROL POINT B)

PIN ANCHORAGECL

ANCHORAGE

EXISTING RECESS

EXISTING CURB ANGLE

DO NOT DEMOLISH

FABRICATION.

05 50 15 CIVIL WORKS

SPECIFICATION SECTION

MATCH EXISTING. SEE

PLATE AND REPLACE TO

REMOVE WALL ARMORING

ANCHORAGECL

LIMITS OF EXCAVATION

CL

LIMITS OF EXCAVATION

ANCHORAGECL

CL

A5

SD502

E8

SD502

E5

SD502

LIMITS OF EXCAVATION

LIMITS OF EXCAVATION

TOC

(PORTION TO REMAIN)

EXISTING RECESS ANCHORAGE

SEE NOTES

DEMOLITION

CONCRETE

BAR RECESS

EXISTING ANCHOR

DEMOLITION ELEVATION

FLUSH WITH CONCRETE

TRIM EXISTING ANCHORAGE

CHECK POST

REMOVE EXISTING

RECESS ANCHORAGE

BAR (SEE SHEET SG513)

CL

CLANCHORAGE PIN

(SEE SG513)

CONTROL POINT B

11:54:21 AM4/7/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SD503---.dgn

E N

A M

E

L D

A R

S

D d

1'-4" 3'-0"

5"

4'-9"

V E

R T

IC

A

L M

O N

O L

IT

H

J O

IN

T

E X

C A

V A

T E

T O

E X

IS

T

IN

VERTICAL MONOLITH JOINT

EXCAVATE TO EXISTING

4'-9"'

/4

B

T W

IT

C

H E

C E

S S

A N

C H

O R

A G

E S

H E

E T

T Y

P

IC

A L

D E

M O

L

IT

IO

N

D E

T A

IL

S

S T

R U

C T

U R

A L

SD503

P C

E

K

N U

D S

H O

U

A5

DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION SECTION

A1

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

DETAIL - RECESS ANCHORAGE CONCRETE DEMOLITION PLAN

A N

S

T T

E N

B U

R G

C K

D

A M

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

2. TYPICAL FOR FOR MONOLITH I-26.

1. VIEW ROTATED 14.14°.

NOTE:

1. TYPICAL FOR MONOLITH I-26.

NOTE:

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

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

IA

S

P C

S N

O R

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

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.

R E

S P

O N

S E

T O

B

ID

D E

R I

N Q

U

IR

A

P R

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

CL

FACE OF WALL

CHECK POST

REMOVE EXISTING

ANCHORAGE BAR

RECESS

CL

ANCHORAGE

EXISTING RECESS

F L

O W

MONOLITH JOINT

OPP

OPP

EXISTING CURB ANGLE

DO NOT DEMOLISH

(CONTROL POINT B)

PIN ANCHORAGE

FABRICATION.

05 50 15 CIVIL WORKS

SPECIFICATION SECTION

MATCH EXISTING. SEE

PLATE AND REPLACE TO

REMOVE WALL ARMORING

A5

SD503

E8

SD502

F3

SG504

E5

SD502

RECESS ANCHORAGE

BAR (SEE SHEET SG513)

LIMITS OF EXCAVATION

CL

LIMITS OF EXCAVATION

TOC

CHECK POST

REMOVE EXISTING

BAR RECESS

EXISTING ANCHOR

DEMOLITION ELEVATION

FLUSH WITH CONCRETE

TRIM EXISTING ANCHORAGE

SEE NOTES

DEMOLITION

CONCRETE

(PORTION TO REMAIN)

EXISTING RECESS ANCHORAGE

MONOLITH JOINT

CLANCHORAGE

PIN

(SEE SG513)

CONTROL POINT B

F3

SG504

11:54:54 AM4/7/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SG502---.dgn

E N

A M

E

L D

A

R S

G d

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

T Y

P

C

L R

2 1/2 ''

M A

X

MONOLITH JOINT

EXCAVATE TO EXISTING VERTICAL

4'-9''

T Y

P

C

L R

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 @ 6" OC,

PER F1/SG503, TYP.

ANGLE AND STUD

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

B

T W

IT

C

H E

C E

S S

A N

C H

O R

A G

E

C O

N C

R E

T E

A N

D R

E

IN

F O

R C

IN

G

D E

T A

IL

S

S T

R U

C T

U R

A L

SG502

P C

E

H O

U

K

N U

D S

S

T T

E N

B U

R G

C K

D

A M

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 - REINFORCEMENT AT RECESS ANCHORAGE

A6

DETAIL - REINFORCEMENT AT RECESS ANCHORAGE AT MONOLITH JOINT

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

E4

SECTION - RECESS ANCHOR

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

E7

SECTION - RECESS ANCHOR

-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

F1

SG503

AND HOOK REQS.

E4/SG502 FOR EMBED

#5 @ 12" OC HORIZ; REF

NOTE:

1. MIRROR FOR MONOLITH L-23.

2. THE GRATING SEAT ANGLES AND ASSOCIATED DOWEL EMBEDS,

CORNER PROTECTION, AND WALL ARMORING PLATE NOT SHOWN

FOR CLARITY.

#5 HORIZ @ 12" OC

CURB ANGLE

REINSTALL

6" OC

#4 VERT @

12" OC

#5 HORIZ @

PLAN

''3

MONOLITH JOINT

DRAIN PER A6/SG503

TOC

SIM

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

WALL PRIMARY HORIZ REINF

LAP MIN 18" WITH PARAPET

W/ EPOXY ADHESIVE, TYP;

12" MIN EMBEDMENT

#5 HORIZ @ 12" OC WITH

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.

DRAIN PER A6/SG503

ELEVATION

#5 HORIZ @ 12" OC

MONOLITH JOINT

PER SG503, NOT SHOWN

WALL CORNER ARMOR

MONOLITH JOINT

PER E4/SG505

CORNER GEOMETRY

EACH END, TYP.

EMBEDDED REBAR

OC; LAP 14" WITH

#5 HORIZ @ 12"

W/ EPOXY ADHESIVE

12" MIN EMBEDMENT

#5 HORIZ @ 12" OC WITH

W/ EPOXY ADHESIVE

12" MIN EMBEDMENT

#4 VERT @ 6" OC WITH

#5 HORIZ @ 12" OC

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.

DRAIN PER A6/SG503

ELEVATION

PER SG503, NOT SHOWN

WALL CORNER ARMOR

E7

SG502

E4

SG502

F9

SG504

F1

SG503

F1

SG503

F3

SG504

F1

SG504

AND HOOK REQS.

E4/SG502 FOR EMBED

#5 @ 12" OC HORIZ; REF

MONOLITH JOINT

#5 HORIZ @ 12" OC

CURB ANGLE

REINSTALL

6" OC

#4 VERT @

12" OC

#5 HORIZ @

PLAN

1. TYPICAL FOR MONOLITH I-26.

2. THE GRATING SEAT ANGLES AND ASSOCIATED DOWEL EMBEDS,

CORNER PROTECTION, AND WALL ARMORING PLATE NOT SHOWN

FOR CLARITY.

NOTE: DRAIN PER A6/SG503

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

IA

S

P C

S N

O R

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

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

1 1

E7

SG502

E4

SG502

F9

SG504

F1

SG504

F3

SG504

F3

SG504

F3

SG504

11:55:32 AM4/7/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SG503---.dgn

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''

1'-0" MAX

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

1/2" STEEL PL

EMBEDMENT

EPOXY ADHESIVE

W/ 4" MINIMUM

THREADED RODS

F 1554 GR. 36

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"

F1

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

T T

E N

B U

R G

C K

D

A M

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

SEE NOTE 8

11''

1/4

/2

PJP

3/16

TYP

3/16

G

A6

SG503

D9

SG504

F9

SG504

E4

SG505

D5

SG504

F4

SG503

F4

SG503

C8

SG503

C6

SG503

F1

SG503

EXISTING CURB ANGLE

MONOLITH JOINT

EXTENDS TO THE

WHERE EXCAVATION

AT MONOLITH I-26,

BRACE REQUIRED

ADDITIONAL SUPPORT

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

IA

S

P C

S N

O R

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

G

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-23 AND I-26 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

11:56:40 AM4/7/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SG504---.dgn

E N

A M

E

L D

A

R S

G d

DETAIL - EDGE PROTECTION

9 3/4 ''

1'-4 1/8 ''

8''

3'' 1/4 ''

3/4 ''

3''

R

LENGTH

6'' 6''EQUALLY SPACED @ 1'-6" MAX CTRS

/4

3'

3'

L

1/2 ''

1/2 ''

1''

L

JOINT

1''

3/8 ''

1/4

1/4

VERT

TOS/TOC

BAR 2X3/8"X1-10 1/8"

BAR 2X3/8"X1-3 3/4"

3/4" BENT PL

STAGGERED, TYP

3/8" ANCHOR STRAPS

SEALANT

1/2" X 1" JOINT

BACKER ROD

1" JOINT FILLER

OR CHAMFER

1/4" RADIUS

SEALANT

1/2" X 1" JOINT

CONCRETE

EXISTING

CONCRETE

CIP

FILLER

1" JOINT

BACKER ROD

LOCK FACE

EXCAVATION

CONCRETE

EDGE OF

SEAT PER F1/SG503

GRATING ANGLE

EMBEDDED

L 2-1/2X1-1/4X1/4" LLH

ANGLE

TRENCH LID SUPPORT

EXISTING ELECTRICAL

LLH

L 2-1/2X1-1/4X1/4"

EXCAVATION

OF ANCHORAGE

VERTICAL FACE

NOT SHOWN FOR CLARITY

BEYOND PER F1/SG503; GRATING

EMBEDDED GRATING SEAT ANGLE

TRENCH

ELECTRICAL

EDGE OF

ANGLE

TRENCH LID SUPPORT

EXISTING ELECTRICAL

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

SG504

P C

E

H O

U

K

N U

D S

TYP MONOLITH JOINT

DETAIL - TYP. JOINT

S

T T

E N

B U

R G

C K

D

A M

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 - EDGE PROTECTION

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

DETAIL - ROLLED CURB EMBED

F9

DETAIL - CURB TO SEAT ANGLE

D9

D5

B7

SCALE: 3" = 1'-0"

PLAN

B9

SCALE: 3" = 1'-0"

-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

1/4"

TYP

SECTION

ELEVATION

C MONOLITH JOINT

CSYMM. ABT. MONOLITH JOINT

NOTE:

1. REMOVE EXISTING 3/8" BAR STRAP AND RIVET ATTACHED

TO EXISTING ANGLE AT DETAIL CALL-OUT LOCATION.

HEADED STUD

L4"X3"X1/2" CURB

EXISTING

TYP

3/16

1. REMOVE EXISTING 3/8" BAR STRAP AND RIVET ATTACHED

TO EXISTING ANGLE AT DETAIL CALL-OUT LOCATION.

CURB ROLLED TO RADIUS

EXISTING L4"X3"X1/2",

OF L2X1-1/2X1/4

COPE VERTICAL LEG

L2X1-1/2X1/4, LLH

STEEL SUPPORT PL

TYP

3/16

3/16

6"0 3" 1' 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

IA

S

P C

S N

O R

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' 2'0 6"

0 2" 4"1"

0 2" 4"1"

0 4" 8"2" 0 4" 8"2"

MONOLITH JOINT AT LOCK FACE

TYPICAL VERTICAL

TYPICAL MONOLITH JOINT

A

P R

R E

S P

O N

S E

T O

B

ID

D E

R I

N Q

U

IR

B9

12:40:04 PM4/7/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SG506---.dgn

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''

'-8

R

11''R

7''

R

'-8

R

T Y

P

11''R

T Y

P

3'-2''

3 1/2 ''5 SPA @ 4"

TYP

7''

1'-2''

10'-11''

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

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

EQEQ

EQEQ

3 7/8 ''R

/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

T T

E N

B U

R G

C K

D

A M

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

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

SEE DETAIL D7/SG507

5" SPACER PLATE,

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

IA

S

P C

S N

O R

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

12:40:29 PM4/7/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SG509---.dgn

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''

10''

3'-8''

8'-7''

'-8

R

7''

R

T Y

P

TYP

7''

11''R

'-8

R

3'-2''

5 SPA @ 4" 3 1/2 ''

T Y

P

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

T T

E N

B U

R G

C K

D

A M

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

2" PIN PLATE

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

TOP PIN PLATEBOTTOM PIN PLATE

= 1'-8"

R3 1/2 ''

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

SEE DETAIL D7/SG510

5" SPACER PLATE,

RODS, 4 TOTAL RODS, 6 TOTAL

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

IA

S

P C

S N

O R

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.

R

E S

P O

N S

E T

O B

ID

D

E R

I N

Q U

IR

A

P R

SG510