A.03.09 Dover Levee Gate Well Ladder Replacement Drawing 1 20Q0097 (1).pdf

US ARMY CORPS

OF ENGINEERS

HUNTINGTON DISTRICT

FINAL

SOMERDALE, OH

SOMERDALE LEVEE

DOVER LAKE

LADDER REPLACEMENTS

SOMERDALE LEVEE SLUICE GATE WELL

SEPTEMBER 2019114457 FY 19

MAP

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SHEET

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SHEET OF

fiof Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

VICINITY MAP

LOCATION MAP

(NOT TO SCALE)

(NOT TO SCALE)

SHEET NUMBER

G-101

S-101

S-102

S-103

S-104

S-105

S-106

SHEET TITLE

GENERAL NOTES AND MAPS

DEMOLITION PLAN - STA. 8097+87.96

DEMOLITION PLAN - STA. 8110+88 & STA. 8124+40

LADDER REPLACEMENT - STA. 8097+87.96

LADDER REPLACEMENT - STA. 8810+88 & STA. 8124+40

LADDER PLATFORM DETAILS

LADDER DETAILS

INDEXN

PROJECT NOTES:

SCOPE OF WORK:

R-101

R-102

AS-BUILT - SLUICE GATE WELL AT STA. 8097+87.96

AS-BUILT - SLUICE GATE WELL AT STA. 8110+88 & STA. 8124+40

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THE UNIT OF MEASURE ASSOCIATED WITH DIMENSIONS IS FEET AND INCHES UNLESS OTHERWISE NOTED.5.

CIRCUMSTANCES.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY4.

ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND SUPERVISION OF THE WORK3.

DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.

FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE

REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES

OR REFERENCED. BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION

DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY INDICATED2.

PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

REPORT DISCREPANCIES BETWEEN DRAWINGS TO THE CONTRACTING OFFICER1.

ANCHORs AS SPECIFIED IN THE DRAWINGS AND SPECIFICATION.

NEW LADDER AND PLATFORM SHALL BE ANCHOR TO EXISTING GATE WELL STRUCTURE USING CONCRETE9.

NEW LADDER PLATFORM SHALL BE FABRICATED AND INSTALLED AS INDICATED IN THE FOLLOWING DRAWINGS. 8.

SPECIFIED IN THE DRAWINGS.

NEW LADDER SHALL BE EQUIPPED WITH VERTICAL CLIMBING SYSTEM AND SAFETY DOOR AS 7.

THE CONTRACT DRAWINGS, USACE EM-385-1-1, ANSI STANDARD 14 AND ASTM A123 FOR HOT DIP GALVANIZING.

NEW HOT DIP GALVANIZED LADDER SHALL BE CONSTRUCTED ACCORDING TO THE FOLLOWING: 6.

SHALL BE FOLLOWED WHEN REMOVING LEAD.

DUE TO LEAD BASED PAINT COATING THE EXISTING RUNGS. EM-385-1-1 AND OSHA REGULATIONS

PRECAUTION SHALL BE TAKEN WHEN REMOVING AND DISPOSING OF EXISTING LADDER RUNGS5.

GATE WELL STRUCTURE.

EXISTING PAINTED STEEL LADDER RUNGS SHALL BE CUT AND GROUND FLUSH WITH EXISTING 4.

IN SOMERDALE, OHIO (STA. 8097+87.96, STA. 8110+88, & STA. 8124+40).

LADDER REPLACEMENT SHALL TAKE PLACE AT THREE LOCATIONS ALONG SOMERDALE LEVEE3.

WORK REQUIRED.

IS NOT INTENDED TO BE COMPREHENSIVE AND ONLY ADDRESSES MAJOR COMPONENTS OF

A COMPLETE DESCRIPTION OF ALL WORK REQUIRED UNDER THE CONTRACT. "SCOPE OF WORK"

CONTRACTOR PLANS AND SPECIFICATIONS SHALL BE CONSIDERED IN THEIR ENTIRETY FOR2.

TO COMPLETE WORK IN PLANS AND SPECIFICATIONS.

THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR AND MATERIALS NECESSARY1.

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LADDER RUNGS (TO BE REMOVED)

EXISTING CONCRETE EMBEDED

LADDER RUNGS (TO BE REMOVED)

EXISTING CONCRETE EMBEDED

LADDER RUNGS (TO BE REMOVED)

EXISTING CONCRETE EMBEDED

5’-0"

16’-2"

7’-0"2’-0"

1’-2"

7" (TYP.)

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1’-0" (TYP.)

5’-0" 5’-0"

EXISTING GATEWELL STRUCTURE

1 ON 2 SLOPE

EXISTING GRADE

EXISTING GATEWELL STRUCTURE

6’-0"

4’-0"

T

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EXISTING GATE WELL STRUCTURE

REMOVE (19) RUNGS FLUSH TO

EXISTING GATEWELL STRUCTURE

EXISTING GATE WELL STRUCTURE

REMOVE (19) RUNGS FLUSH TO

8" 1’-0"

RUNGS TO BE REMOVED

AT STA. 8097+87.96

EXISTING STRUCUTRE

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IDENTIFICATION

SHEET

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T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

0 1’ 2’ 4’

SCALE: �" = 1’-0"

EXISTING SOMERDALE LEVEE GATE WELL DEMOLITION PLAN

NOTES:

(AT STA. 8097+87.96)

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ELEVATION

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SIDE ELEVATION

IMAGE OF EXISTING STRUCTURE

(NOT TO SCALE)

BASED PAINT. FOLLOW EM-385-1-1 AND OSHA SPECIFICATIONS.

REMOVING LADDER RUNGS DUE TO LADDER RUNGS BEING COATED IN LEAD

PRECAUTION AND PROPER METHODS OF DISPOSAL SHALL BE TAKEN WHEN2.

FLUSH WITH THE EXISTING CONCRETE STRUCTURE.

FOR SLUICE GATE WELLS AT STA. 8097+87.96 CUT ALL LADDER RUNGS 1.

C L

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LADDER RUNGS (TO BE REMOVED)

EXISTING CONCRETE EMBEDED

LADDER RUNGS (TO BE REMOVED)

EXISTING CONCRETE EMBEDED

LADDER RUNGS (TO BE REMOVED)

EXISTING CONCRETE EMBEDED

7’-0"

8’-0"

7’-0"2’-0"

1’-2"

6" (TYP.)

T

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1’-0" (TYP.)

6’-0"

4’-0"

EXISTING GATEWELL STRUCTURE

EXISTING GATEWELL STRUCTURE1 ON 2 SLOPE

EXISTING GRADE

EXISTING GATE WELL STRUCTURE

REMOVE (19) RUNGS FLUSH TO

EXISTING GATEWELL STRUCTURE

EXISTING GATE WELL STRUCTURE

REMOVE (19) RUNGS FLUSH TO

8" 1’-0"

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

0 1’ 2’ 4’

SCALE: �" = 1’-0"

EXISTING SOMERDALE LEVEE GATE WELL DEMOLITION PLAN

NOTES:

(AT STA. 8110+88 & STA. 8124+40)

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BASED PAINT. FOLLOW EM-385-1-1 AND OSHA SPECIFICATIONS.

REMOVING LADDER RUNGS DUE TO LADDER RUNGS BEING COATED IN LEAD

PRECAUTION AND PROPER METHODS OF DISPOSAL SHALL BE TAKEN WHEN2.

RUNGS FLUSH WITH THE EXISTING CONCRETE STRUCTURE.

FOR SLUICE GATE WELLS AT STA. 8110+88, AND STA. 8124+40 CUT ALL LADDER1.

SIDE ELEVATION

ELEVATION

PLAN

(NOT TO SCALE)

IMAGE OF EXISTING STRUCTURE

C L

C

H -2

"2

1’-

5’-0"

7"

10’-0"

STRUCTURE

CUT FLUSH TO EXISTING

EXISTING LADDER RUNGS

3’-1"

2’ OPENING

SAFETY GATE FOR

"2

6 3’-0"

1 ON 2 SLOPE

EXISITNG GRADE

(DETAIL 3, S-106)

CLIMBING SYSTEM

NEW VERTICAL

(DETAIL 3, S-106)

CLIMBING SYSTEM

NEW VERTICAL

(SEE NOTE 7)

LADDER GATE

(SEE NOTE 7)

LADDER GATE

16’-2"

6’-0"

STRUCTURE

EXISTING GATE WELL

(DETAIL 2, S-106)

NEW GALVANIZED LADDER

PLATFORM

INSTALL LADDER

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

0 1’ 2’ 4’

SCALE: �" = 1’-0"

SOMERDALE LEVEE GATE WELL LADDER SYSTEM (STA. 8097+87.96)

NOTES:

S-105

S-106

S-106

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RECOMMENDATIONS.

OR APPROVED EQUAL. SHALL BE INSTALLED PER MANUFACTURER

LADDER GATE SHALL BE 3M DBI-SALA LAD-SAF LADDER GATE 59019807.

STEEL ANCHOR EMBEDDED A MIN. OF 6" AND A MAX. OF 10".

PLATFORM AND LADDER SHALL BE ANCHORED WITH �" STAINLESS6.

FASTENERS AND HARDWARE SHALL BE 304 STAINLESS STEEL.5.

PER ASTM A123 UNLESS OTHERWISE NOTED.

ALL LADDER STRUCTURAL COMPONENTS SHALL BE ASTM A36 HOT DIP GALVANIZED 4.

OTHERWISE NOTED.

ALL PLATFORM STRUCTURAL COMPONENTS SHALL BE 6061-T6 ALUMINUM UNLESS3.

LADDER FABRICATION AND INSTALLATION.

VERIFY ALL DIMENSIONS PRIOR TO FABRICATION PLATFORM AND 2.

INSTALL NEWLY FABRICATED LADDER AND PLATFORM.

FOR SLUICE GATE WELLS AT STA. 8097+87.961.

LADDER

NEW GALVANIZED

EXITING SAFETY GATE

SYSTEM WHILE ENTERING/

TO LADDER CLIMBING

MAINTAIN 100% TIE OFF

END USER NOTE:

C L

C

H -2

10’-0""2

1’-

STRUCTURE

CUT FLUSH TO EXISTING

EXISTING LADDER RUNGS

5’-0"

2’ OPENING

SAFETY GATE FOR

3’-1"

7"

"2

3’-0"

1 ON 2 SLOPE

EXISTING GRADE

(SEE NOTE 7)

LADDER GATE

(SEE NOTE 7)

LADDER GATE

6’-0"

STRUCTURE

EXISTING GATE WELL

(DETAIL 3, S-106)

CLIMBING SYSTEM

NEW VERTICAL

(DETAIL 3, S-106)

CLIMBING SYSTEM

NEW VERTICAL

(DETAIL 4, S-106)

NEW GALVANIZED LADDER

PLATFORM

INSTALL LADDER

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

0 1’ 2’ 4’

SCALE: �" = 1’-0"

NOTES:

SOMERDALE LEVEE GATE WELL LADDER SYSTEM AT STA. 8110+88 & 8124+40

S-105

S-106

S-106

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END USER NOTE:

EXITING SAFETY GATE

SYSTEM WHILE ENTERING/

TO LADDER CLIMBING

MAINTAIN 100% TIE OFF

RECOMMENDATIONS.

OR APPROVED EQUAL. SHALL BE INSTALLED PER MANUFACTURER

LADDER GATE SHALL BE 3M DBI-SALA LAD-SAF LADDER GATE 59019807.

EMBEDDED A MIN. OF 6" AND A MAX. OF 10".

PLATFORMS AND LADDERS SHALL BE ANCHORED WITH �" STAINLESS STEEL ANCHOR6.

FASTENERS AND HARDWARE SHALL BE 304 STAINLESS STEEL.5.

PER ASTM A123 UNLESS OTHERWISE NOTED.

ALL LADDER STRUCTURAL COMPONENTS SHALL BE ASTM A36 HOT DIP GALVANIZED4.

OTHERWISE NOTED.

ALL PLATFORM STRUCTURAL COMPONENTS SHALL BE 6061-T6 ALUMINUM UNLESS3.

LADDER FABRICATION AND INSTALLATION.

VERIFY ALL DIMENSIONS PRIOR TO FABRICATION PLATFORM AND 2.

INSTALL NEWLY FABRICATED LADDER AND PLATFORM.

FOR SLUICE GATE WELLS AT STA. 8110+88, AND STA. 8124+401.

LADDER

NEW GALVANIZED

C L

C

H -2

7"

"4

1 "8

1 "4

1" 2" 1"

4"

2"

"2

6" 6"

1’-0"

"4

"8

"8

I4x2.79

�" PL.

�" PL.

INTO CONCRETE (TYP.)

EMBED. 6" MIN., 10" MAX

�" CONC. ANCHORS

3’-0"

2’-7"

3’-0"

2’-0"2’-0" "16

9"16

9 "16

9 "16

7 2"

I4x2.79

I4x2.79

I6x4.03

I6x4.03

SEE NOTE 6 (TYP.)

SEE NOTE 6 (TYP.)

(ALUMINUM) SEE NOTE 5

2"x �" GRATING

ALUMINUM PIPE

"4

8"

"4

1 "2

3 "4

6"

3"

INTO CONCRETE (TYP.)

EMBED. 6" MIN., 10" MAX

�" CONC. ANCHORS

T

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1"(TYP.)

AND NUT (TYP.)

BOLT w/ WASHER

FOR �" DIA. x 2�" LG.

I6x4.03

L3"x2"x�"

"(TYP.)2

3’-4"

�" PL.

1" PL.

�" PL.

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A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

NOTES:

S-105

A

S-105

B

S-105

C

S-105

SCALE: 1’’=1’-0’’

1’ 6" 0 1’ 2’

0 6" 1’ 2’

SCALE: 1- �" = 1’-0"

PLATFORM BRACE DETAIL

S-105

S-105

A PLATFORM-BRACE MOUNTING PLATE

S-105

B

SCALE: 3" = 1’-0"

12"9"6"3"

BRACE-CONC. MOUNTING PLATE

S-105

C PLATFORM-CONC. MOUNTING PLATE

SCALE: 3" = 1’-0"

12"9"6"3"

TYP.

� TYP.

TYP.

�S-105

6 S-105

SCALE: 3" = 1’-0"

12"9"6"3"

I6x4.03 CONNECTION DETAIL

SCALE: 3" = 1’-0"

12"9"6"3"

S-105

D

S-105

D I6x4.03 CONNECTION SECTION

SCALE: 3" = 1’-0"

12"9"6"3"

"2 1R

TYP.

S-103

1 ALUMINUM LADDER PLATFORM

S-104

IP

P

W P :d

\S

H E

E T F

IL

E S -1

.d g n

H E

D X

S A

S

.0

:1

/2

/2

IP

P

W P :d m s \S

T D

V .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb

-S

E P -2

E E

T F

IL

E S -1

.d

S C

A R

A W

A S R

IV

E R

D O

V E

R D

A M

D O

V E

R

O H

S O

M E

R D

A L E L

E V

E E S

L U

IC

E G

A T

E L

A D

D E

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

L

D D

E R P

L A

T F

O R

M D

E T

A

IL

S

S-105

S A

S

S A

S

9 6

APPLY BITUMINOUS PAINT WHERE CONCRETE AND ALUMINUM SURFACES CONTACT.11.

EMBEDDED 6" MIN. AND 10" MAX. INTO CONCRETE.

LADDER PLATFORMS SHALL BE ANCHORED WITH 5/8" CONCRETE ANCHORS10.

FASTENERS AND HARDWARE SHALL BE 304 STAINLESS STEEL. 9.

HANDRAIL SHALL BE SCH 80 1�" ALUMINUM PIPE.8.

ALL BOLT HOLES SHALL BE �" UNLESS NOTED.7.

4 BOLTS �" DIA.

I.P.S. SIZE 1�" NO. 54-3/4/5 OFFSET WALL FLANGE (4 HOLE). ATTACH WITH

HAND RAIL MOUNTING PLATE SHALL BE HOLLAENDER OR APPROVED EQUAL 6.

BEARING BARS. MINIMUM 6 FASTENERS.

SURFACE SHALL BE SERATED AND BANDED BARS SHALL BE WELDED AT ALL

BEARING BARS SPACED AT 1�" WITH CROSS BARS SPACED AT 4"; CENTER

ALUMINUM GRATING SHALL BE DIRECT METALS OR APPROVED EQUAL. 2"x�" 5.

ALUMINUM GRATING NOT SHOWN IN SELECT VIEWS FOR CLARITY.4.

OTHERWISE NOTED.

ALL PLATFORM STRUCTURAL COMPONENTS SHALL BE ALUMINUM 6061-T6 UNLESS 3.

FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF PLATFORMS.2.

STA. 8097+87.96, STA. 8110+88, & STA. 8124+40.

ALUMINUM PLATFORMS WILL BE USED AT EXISTING GATE WELLS AT 1.

R

TYP.

C L

C

H -2

1’-8"

1’-9"

"(TYP.)2

RUNG (TYP.)

1" DIA. LADDER

RUNG (TYP.)

1" DIA. LADDER

(TYP.)

2�"x�" BAR

" 7

"2

10"2

H E

IG

V

R

IE

B

S E

D

O N

D D

IG

H T

SLEEVE, X3 (KIT NO. 6160054).

3M DBI-SALA LAD SAF FLEXIBLE

STEEL CABLE (PART NO. 9500099)

3M DBI-SALA �" 7x19 STAINLESS

STEEL CABLE (PART NO. 9500397) OR

3M DBI-SALA �" 1x7 STAINLESS

INTO CONCRETE (TYP.)

EMBED. 6" MIN., 10" MAX

�" CONC. ANCHORS

INTO CONCRETE (TYP.)

EMBED. 6" MIN., 10" MAX

�" CONC. ANCHORS

L8"x4"x�"

L8"x4"x�"

KIT NO. 6116636)

(KIT NO. 6116617 OR

SYSTEM-CLIMBING EXTENSION

VERTICAL CLIMBING

3M DBI-SALA LAD-SAF

INTO CONCRETE (TYP.)

EMBED. 6" MIN., 10" MAX

�" CONC. ANCHORS

2�"x�" BAR

L8"x4"x�"

T

Y P

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

NOTES:

TYP.

TYP.

TYPICAL LADDER DETAIL

SCALE: 1’’=1’-0’’

1’ 6" 0 1’ 2’

S-106

RUNG CONNECTION DETAIL

S-106

SCALE: 6" = 1’-0"

4"2"1"

S-103

S-104

LADDER CLIMBING DEVICE

S-103

LADDER AT STA. 8097+87.96 LADDER AT STA. 8110+88 & STA. 8124+40

0 1’ 2’ 4’

SCALE: �" = 1’-0"

0 1’ 2’ 4’

SCALE: �" = 1’-0"

S-106

S-106

S-104

TYP.

0 6" 1’ 2’

SCALE: 1- �" = 1’-0"

IP

P

W P :d

\S

H E

E T F

IL

E S -1

.d g n

H E

D X

S A

S

.0

:1

/2

/2

IP

P

W P :d m s \S

T D

V .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb

-S

E P -2

E E

T F

IL

E S -1

.d

S C

A R

A W

A S R

IV

E R

D O

V E

R D

A M

D O

V E

R

O H

S O

M E

R D

A L E L

E V

E E S

L U

IC

E G

A T

E L

A D

D E

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

D D

E R D

E T

A

IL

S

S-106

S A

S

S A

S

9 7

(MAKE 1) (MAKE 2)

C L

C

H -2

GRIND ALL SHARP CORNERS AND EDGES TO A MIN. �" RADIUS.8.

(LADDER GATE REMOVED FROM DRAWING FOR CLARITY).

LADDER GATE SHALL BE 3M DBI-SALA LAD-SAF LADDER GATE 5901980 OR APPROVED EQUAL.7.

10" MAX. INTO CONCRETE.

LADDERS SHALL BE ANCHORED WITH 5/8" CONCRETE ANCHORS EMBEDDED 6" MIN. AND 6.

(PART NO. 9500099), OR APPROVED EQUAL.

STEEL CABLE (PART NO. 9500397), 3M DBI-SALA �" 7x19 STAINLESS STEEL CABLE

(KIT NO. 6160054) OR APPROVED EQUAL. CABLE SHALL BE 3M DBI-SALA �" 1x7 STAINLESS

APPROVED EQUAL. CARRIER SHALL BE 3M DBI -SALA LAD-SAF FLEXIBLE SLEEVE. X3

CLIMBING SYSTEM-CLIMBING EXTENSION (KIT NO. 6116617 OR KIT NO. 6116636) OR

LADDER VERTICAL CLIMBING SYSTEM TO SHALL BE 3M DBI-SALA LAD-SAF VERTICAL 5.

SURFACES CONTACT.

APPLY BITUMINOUS PAINT WERE CONCRETE AND ALUMINUM OR STEEL4.

LADDER SHALL MEET USACE EM-385-1-1 AND ANSI STANDARD 14.3.

FASTENERS AND HARDWARE SHALL BE 304 STAINLESS STEEL.2.

ASTM A123. ASTM A36 STEEL UNLESS OTHERWISE NOTED.

ALL STRUCTURAL COMPONENTS FOR THE LADDER SHALL BE HOT DIP GALVANIZED PER 1.

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

(NOT TO SCALE)

AS-BUILT: EXISTING SOMERDALE LEVEE GATE WELL AT STA. 8097+87.96

IP

P

W P :d

\S

H E

E T F

IL

E R -1 d g n

H E

D X

S A

S

.0

:1

/2

/2

IP

P

W P :d m s \S

T D

V .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb

-S

E P -2

E E

T F

IL

E R -1 d

S C

A R

A W

A S R

IV

E R

D O

V E

R D

A M

D O

V E

R

O H

S O

M E

R D

A L E L

E V

E E S

L U

IC

E G

A T

E L

A D

D E

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

-B

U

IL

T

G A

T E W

E L L A

T S

T A .9

R-101

S A

S

S A

S

9 8

C L

C

H -2

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

(NOT TO SCALE)

AS-BUILT: EXISTING SOMERDALE LEVEE GATE WELL AT STA. 8110+88 & 8124+40

IP

P

W P :d

\S

H E

E T F

IL

E R -1 d g n

H E

D X

S A

S

.0

:1

/2

/2

IP

P

W P :d m s \S

T D

V .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb

-S

E P -2

E E

T F

IL

E R -1 d

S C

A R

A W

A S R

IV

E R

D O

V E

R D

A M

D O

V E

R

O H

S O

M E

R D

A L E L

E V

E E S

L U

IC

E G

A T

E L

A D

D E

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

A A

N D S

T A

A S -B

U

IL

T

G A

T E W

E L L A

T

S A

S

S A

S

R-102 9 9

C L

C

H -2