W912P5-25-Q-A048_TPlans_RTA_4SEP2025.pdf

Nashville District of Engineers

US Army Corps

Plans For

MAINTENANCE ACCESS PLATFORM

CULVERT VALVE

BARKLEY LOCK

CUMBERLAND RIVER

KENTUCKY AND TENNESSEE

W912P5-25-Q-A048

Certified Final Documents - RTA

August 2025

Submitted:

April H. Mintz, P.E.

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations

Note:

Michael Light, P.E.

Chief, Structural Section

Approved:

Zachary A. Langel, P.E.

Chief, Civil Design Branch

Project Engineer

Approval Recommended:

S-503 - PROPOSED SAFETY IMPROVEMENTS - VALVE OPERATING MACHINERY - UPPER AND LOWER OPERATING PLATFORM DETAILS 3

S-502 - PROPOSED SAFETY IMPROVEMENTS - VALVE OPERATING MACHINERY - UPPER AND LOWER OPERATING PLATFORM DETAILS 2

S-501 - PROPOSED SAFETY IMPROVEMENTS - VALVE OPERATING MACHINERY - UPPER AND LOWER OPERATING PLATFORM DETAILS 1

S-306 - PROPOSED SAFETY IMPROVEMENTS - VALVE OPERATING MACHINERY - OPERATING PLATFORMS SECTION 3

S-305 - PROPOSED SAFETY IMPROVEMENTS - VALVE OPERATING MACHINERY - OPERATING PLATFORMS SECTION 2

S-304 - PROPOSED SAFETY IMPROVEMENTS - VALVE OPERATING MACHINERY - OPERATING PLATFORMS SECTION 1

S-303 - EXISTING CONDITIONS WITH DEMOLITION NOTES - VALVE OPERATING MACHINERY - OPERATING PLATFORMS SECTION 3

S-302 - EXISTING CONDITIONS WITH DEMOLITION NOTES - VALVE OPERATING MACHINERY - OPERATING PLATFORMS SECTION 2

S-301 - EXISTING CONDITIONS WITH DEMOLITION NOTES - VALVE OPERATING MACHINERY - OPERATING PLATFORMS SECTION 1

S-201 - PROPOSED SAFETY IMPROVEMENTS - VALVE OPERATING MACHINERY - UPPER AND LOWER OPERATING PLATFORMS ELEVATION

S-102 - PROPOSED SAFETY IMPROVEMENTS - VALVE OPERATING MACHINERY - UPPER AND LOWER OPERATING PLATFORM PLANS

S-101 - EXISTING CONDITIONS WITH DEMOLITION NOTES - VALVE OPERATING MACHINERY - UPPER AND LOWER OPERATING PLATFORM PLANS

GI201 - EXISTING CONDITIONS - VALVE OPERATING MACHINERY - OVERALL PROJECT ASSEMBLY ELEVATION

INDEX

100% DESIGN

U P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E R

F

IL

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

EXISTING CONDITIONS GENERAL INFORMATION ELEVATION

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

A1

2'-1"

TAINTER VALVE

24'-0"

EXTERIOR HANDRAILING AND POSTS (TYP)

DIA STEEL"2

EXISTING UPPER PLATFORM 1

CONCRETE LANDING

ACCESS GALLERY

8"

EXISTING HANDRAILING (BEYOND)

STEEL FRAMING

EXISTING UPPER PLATFORM

EXISTING STEEL SAFETY CHAIN (TYP)

STEEL FRAMING

EXISTING LOWER PLATFORM

EXISTING 1" DIA EMBEDDED STEEL LADDER RUNGS

Q9

J R

E P

P P

.E

O V

E R

A L

L P

R O

JE

C

T A

S S

E M

B L

Y E

L E

V A

T

IO

N

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

E X

IS

T

IN

G

C O

N D

IT

IO

N S

GI201

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

G

I2

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

6"± THICK STEEL GRATING (TYP)

"±4

EXISTING UPPER PLATFORM 1

STEEL ANGLE / STEEL PLATE (TYP)

EXISTING UPPER PLATFORM PERIMETER

THICK STEEL GRATING (TYP)

"±4

EXISTING LOWER PLATFORM 1

EXTERIOR HANDRAILING AND POSTS (TYP)

DIA STEEL"EXISTING LOWER PLATFORM 2

HANDRAILING AND POSTS (BEYOND AND NOT SHOWN) (TYP)

DIA STEEL INTERIOR"2

EXISTING LOWER PLATFORM 1

EXISTING STEEL SAFETY CHAIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

DETAIL A11.

INCREASE FROM THE NEW LOWER PLATFORM SHOWN ON SHEET S-102

EXISTING STRUCTURAL SUPPORT TO RESIST THE INCREMENTAL LOAD

THE "STRAP PLATES" SHOWN ON SHEET S-501 DETAIL G16 REINFORCES THE 4.

STRUCTURAL MEMBERS WAS NOT CONDUCTED.

EM 385-1-1 AND OSHA STANDARDS. AN ASSESSMENT OF THE EXISTING

THIS DESIGN IS LIMITED TO SAFETY UPGRADES TO COMPLY WITH UPDATED 3.

HANDRAILING, AND HANDRAILING.

ALL STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

GENERAL SHEET NOTES

4'0 2' 8'

EL =370.0

EL =365.70

TOP OF STEEL EL =370.75

EL =368.20

EL =373.50

TOP OF LOCK WALL EL =382.00

EL =377.0

EL =368.20

EL =365.70

EL =360.97

TOP OF GRATING EL =360.5±

BOTTOM OF STEEL EL =359.67

EL =353.2297

EL =345.55

EL =298.33

EL =296.00

EL =353.2297

EL =298.33

EL =296.00

NORMAL UPPER POOL EL =359.0

CL CYLINDER

CL TRUNNION

FLOW

MAX UPPER POOL EL =375.0

EL =371.98

(PLAN)

(PLAN)

EL =374.25

FIELD VERIFY)

LOCATION,

(VARIES PER

STRUCTURAL ABBREVIATIONS

UNLESS NOTED OTHERWISE

PROPOSEDPROP

SPA

TO

SPACE(S), SPACING

TOP OF

EXISTINGEXIST

ELEVATIONEL

DIAMETERDIA

CONCRETECONC

CENTERLINECL OR

APPROXIMATEAPPROX

TYP TYPICAL

UNO

BOTTOM OFBO

PLATEPL OR PL

CL

ON CENTEROC

MAXIMUMMAX

MINIMUMMIN

NOT TO SCALENTS

LONG LEG VERTICALLLV

GALVANIZEDGALV

VERIFY IN FIELDVIF

CTR CENTER

LOWER PLATFORMLP

UPPER PLATFORMUP

SCH SCHEDULE

ANGLEL

CLR CLEAR

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONOSHA

MISCELLANEOUS CHANNELMC

LOWER PLATFORM RAILINGLPR

LOWER PLATFORM SAFETY GATELPSG

UPPER PLATFORM RAILINGUPR

UPPER PLATFORM SAFETY GATEUPSG

S-301

A2

S-101

A1

S-101

A11

S-303

A2

S-302

A2

S-302

A2

S-102

A1

S-102

A11

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

EXISTING CONDITIONS UPPER PLATFORM PLAN (SHOWN AT EL 375.0±)

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

A1

EXISTING CONDITIONS LOWER PLATFORM PLAN (SHOWN AT EL 365.0±)

A11

EXPOSED STEEL PER SPECIFICATIONS) (TYP)

SURFACE, GRIND SMOOTH AND COAT

RUNGS (CUT-OFF FLUSH WITH CONCRETE

EXISTING EMBEDDED STEEL LADDER

COAT EXPOSED STEEL PER SPECIFICATIONS

CONCRETE SURFACE, GRIND SMOOTH AND

CUT-OFF EMBEDDED EYEBOLT FLUSH WITH

(TO BE REMOVED AND DISPOSED OF TYP).

EXISTING STEEL SAFETY CHAIN AND EYEBOLT

BAR (TO REMAIN)

STEEL GRAB

GALVANIZED

EXISTING

RUNGS (TO REMAIN TYP)

EXISTING EMBEDDED STEEL LADDER

BE REUSED (TYP)

PIPE SLEEVE TO REMAIN AND

EXISTING STEEL HANDRAILING

HANDRAILING, REFER TO SHEET S-102

SAFETY IMPROVEMENTS AT UPPER PLATFORM

REMOVED AND DISPOSED OF TYP) FOR

(TO BEEXISTING EXTERIOR HANDRAILING

LADDER RUNGS, SEE A1/S-101

EXISTING EMBEDDED STEEL

VALVE PIT OPENING, REFER TO SHEET S-102

FOR SAFETY IMPROVEMENTS AT EXISTING

MARKED PER GRATING TABLE ON THIS SHEET

PANELS AT FIELD VERIFIED LOCATIONS AS

REPLACE EXISTING DAMAGED GRATING

POST STEMS (TO REMAIN TYP)

EXTERIOR STEEL HANDRAILING, POSTS AND

L EXISTING OSHA COMPLIANT LOWER PLATFORM

REFER TO SHEET S-102EXTERIOR HANDRAIL POSTS,

FOR SAFETY IMPROVEMENTS AT EXISTING

MARKED PER GRATING TABLE ON THIS SHEET

PANELS AT FIELD VERIFIED LOCATIONS AS

REPLACE EXISTING DAMAGED GRATING

R

E P

P P

.E

U P

P E

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W E

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P E

R A

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IN

G P

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N N

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S-101

T

H A

H N

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IF

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R

P .E

B L

C V

M P

S

-1

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

SHALL REMAIN AND BE REUSED (TYP)

EXISTING STEEL HANDRAILING PIPE SLEEVES

EXTERIOR STEEL HANDRAILING (TYP)

L EXISTING UPPER PLATFORM

VALVE PIT OPENING, REFER TO SHEET S-102

OF TYP). FOR SAFETY IMPROVEMENTS AT TAINTER

AND BASE PLATES (TO BE REMOVED AND DISPOSED

EXISTING INTERIOR STEEL HANDRAILING, POSTS

HANDRAILING (TYP)

L EXISTING INTERIOR

STEEL PLATE (TO REMAIN TYP)

PERIMETER STEEL ANGLE /

EXISTING UPPER PLATFORM

(TO BE REMOVED AND DISPOSED OF)

EXISTING STEEL SAFETY CHAIN

REFER TO SHEET S-102 AND GRATING TABLE ON THIS SHEET

PIT). FOR INSTALLATION OF NEW STEEL GRATING PANELS

REMOVED AND DISPOSED OF, TYP 2 AT EACH CULVERT VALVE

EXISTING STEEL GRATING PANELS LPG-4 & LPG-5 (TO BE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

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N N

O

IS

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U E

D A

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S I Z

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M A

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D E

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®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

CULVERT VALVE PIT.

THE TABLE BELOW SHOWS WHICH GRATING PANELS WILL BE REPLACED IN EACH 6.

SPECIFICATION 09 90 00.

ANY STEEL MEMBERS THAT ARE CUT IN THE FIELD SHALL BE PAINTED PER 5.

HANDRAILING, AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 4.

INDICATES SPAN OF GRATING3.

PLATFORM AREAS.

ELEVATION FOR CLARITY WITHOUT SEEING THE CONCRETE WALL AT THE

ELEVATION A1/GI201 CUTS DEPICT THE LOOK OF THE EXISTING CONDITIONS 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

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

C O

N C

R E

T E

L A

N D

IN

G

A C

C E

S S

G A

L L

E R

Y

1. 4'-0" ACCESS GALLERY AND WATER-TIGHT DOOR LOCATIONS VARY PER SIDE OF LOCK AND NOT SHOWN FOR CLARITY.

NOTES:

L CYLINDERC

L C

Y L

IN

D

E R

C L C

Y L

IN

D

E R

C

CL CYLINDER

S E

E N

O T

E

B E

L O

W

A C

C E

S S

G A

L L

E R

Y

S E

E N

O T

E

B E

L O

W

A C

C E

S S

G A

L L

E R

Y

REFER TO SHEET S-102

EXISTING HANDRAILING OPENING,

FOR SAFETY IMPROVEMENTS AT

TAINTER VALVE PIT BELOW

EXISTING OPENING TO

HANDRAILING OPENING, REFER TO SHEET S-102

FOR SAFETY IMPROVEMENTS AT EXISTING

EXPOSED STEEL PER NOTE 5 (TYP)

WITH STEEL FRAMING, GRIND SMOOTH AND COAT

DISPOSED OF). CUT-OFF POST STEMS FLUSH

POSTS AT OPENING (TO BE REMOVED AND

EXISTING STEEL HANDRAILING AND

C

C

CYLINDER OPENING, REFER TO SHEET S-102

FOR SAFETY IMPROVEMENTS AT

TAINTER VALVE PIT BELOW

EXISTING OPENING TO

TAINTER VALVE PIT BELOW

EXISTING OPENING TO

C

RUNGS, REFER TO SHEET S-102

ACCESS EMBEDDED LADDER

UPPER AND LOWER PLATFORM

FOR SAFETY IMPROVEMENTS TO

AREA, REFER TO SHEET S-102

AT ACCESS GALLERY LANDING

FOR SAFETY IMPROVEMENTS

GRATING REPLACEMENT SCHEDULE

IDENTIFICATION

GRATING

LENGTH

EXISTING

WIDTH

EXISTING

LPG-5

LPG-4

LPG-3

LPG-2

LPG-1

UPG-4

UPG-3

UPG-2

UPG-1

XXX

UPSTREAM

RIVER SIDE

X

STREAM

DOWN

RIVER SIDE

XXXX

CULVERT VALVE PIT GRATING TABLE

UPG-1

U P

G -2

UPG-3

U P

G -4

L P

G -1

L P

G -2

L P

G -5

L P

G -4

L P

G -3

8'-1 1/4" 2'-8 3/4"

8'-1 1/4" 2'-8 3/4"

4'-6" 2'-0"

4'-6" 2'-0"

7'-9 3/8"

2'-0"

3'-0 1/2"± 2'-3"±

3'-0 1/2"± 2'-8"±

2'-8"±

2'-3"±

CULVERT VALVE PIT LOCATIONS

STREAM

DOWN

LAND SIDE

UPSTREAM

LAND SIDE

XX

XX X

X

X

15'-2"

7'-9 3/8"

G R

A T

IN

G

U P

G -3

D O

W N

S T

R E

A M

L A

N D

S

ID

E

2'-8 1/4"

GRATING LPG-3

UPSTREAM

RIVER SIDE

15'-2"

/4

2'-0 1/2"

X**

GI201

A1

GI201

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

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T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

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L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

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N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

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S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

UPPER PLATFORM PLAN (SHOWN AT EL 375.0±)

LOWER PLATFORM PLAN (SHOWN AT EL 365.0±)

A11

BAR (TYP)

STEEL GRAB

GALVANIZED

EXISTING

LADDER RUNGS (TYP)

EXISTING EMBEDDED STEEL

PIPE SLEEVE (TYP)

EXISTING HANDRAILING

PIPE SLEEVES PER DETAIL

(TYPE UPR-1) IN EXISTING HANDRAILING

GALVANIZED STEEL REMOVABLE GUARDRAIL

INSTALL OSHA COMPLIANT EXTERIOR

LENGTH PER GRATING TABLE ON SHEET S-101, TYP 2) TO CLOSE OFF EXISTING OPENING PER DETAIL

(MATCH EXISTING GRATING PANELS WIDTHS x FIELD VERIFIED NEW PANEL

INSTALL NEW GALVANIZED STEEL GRATING FULL LENGTH PANELS AS SHOWN

AND DETAIL

GRATING PANELS PER NOTE 5 THIS SHEET

REPLACE EXISTING FIELD VERIFIED DAMAGED

STEEL HANDRAILING AND POSTS (TYP)

L EXISTING LOWER PLATFORM EXTERIOR

HANDRAIL POSTS (TYP) PER DETAIL

STEEL TOE PLATE ON EXISTING EXTERIOR

INSTALL CONTINUOUS 1/4"x6"x13'-3" LONG GALVANIZED

R

E P

P P

.E

U P

P E

R A

N D

L O

W E

R O

P E

R A

T

IN

G P

L A

T F

O R

M P

L A

N S

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

P R

O P

O S

E D

S A

F E

T Y

I M

P R

O V

E M

E N

T S

S-102

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-1

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

EXISTING HANDRAILING PIPE SLEEVE (TYP)

PLATE BELOW NEW TOE PLATE (TYP)

PERIMETER STEEL ANGLE / STEEL

EXISTING UPPER PLATFORM

1'-0"

G A

L V

A N

IZ

E

D S

T E

E L

G R

A T

IN

G

/2

OPENING PER DETAIL

STEMS AND TOE PLATES AT CYLINDER

REMOVABLE GUARDRAIL (TYPE UPR-2), POST

INSTALL OSHA COMPLIANT GALVANIZED STEEL

GUARDRAIL POST LOCATIONS (TYP)

CUT AND BAND EXISTING GRATING AT

MOUNTING BOLT HOLES (TYP 8)

EXISTING CYLINDER BASE

7" 7"

/4

/4

GUARDRAIL POST LOCATIONS (TYP)

CUT AND BAND EXISTING GRATING AT

STEMS AND TOE PLATES PER DETAIL

GUARDRAIL (TYPE LPR-1), POST

GALVANIZED STEEL REMOVABLE

INSTALL OSHA COMPLIANT INTERIOR

STEMS AND TOE PLATES PER DETAIL

GUARDRAIL (TYPE LPR-2), POST

GALVANIZED STEEL REMOVABLE

INSTALL OSHA COMPLIANT INTERIOR

TOE PLATES PER DETAIL

REMOVABLE GUARDRAIL (TYPE LPR-2), POST STEMS AND

INSTALL OSHA COMPLIANT INTERIOR GALVANIZED STEEL

INSTALL 4x3x1/2 (LLV) GALVANIZED STEEL FRAMING ANGLES FOR NEW GRATING SUPPORT PER DETAIL

TO EDGE OF BEAM

2 3/4 " L GRAB BAR

3 1/4 "

3 1/4 "

E D

G E

O F

B E

A M

O

F F

S E

T T

O

E D

G E

O F

B E

A M

O

F F

S E

T T

O

TO EDGE OF BEAM

2'-2 3/4 " OFFSET

ON EXISTING EXTERIOR HANDRAIL POSTS

LONG GALVANIZED STEEL TOE PLATE

INSTALL CONTINUOUS 1/4"x6"x6'-7"

HANDRAILING PIPE SLEEVES (TYP) PER DETAIL

GALVANIZED STEEL TOE PLATE ON EXISTING

INSTALL CONTINUOUS 1/4"x3"x10'-0 3/8" LONG

ON EXISTING HANDRAILING PIPE SLEEVES

LONG GALVANIZED STEEL TOE PLATE

INSTALL CONTINUOUS 1/4"x3"x6'-1 1/2"

ON EXISTING HANDRAILING PIPE SLEEVES

LONG GALVANIZED STEEL TOE PLATE

INSTALL CONTINUOUS 1/4"x3"x4'-8"

UPR-1, MARK UP-1)

GUARDRAIL (TYPE

UPR-1, MARK UP-2)

GUARDRAIL (TYPE

UPR-1, MARK UP-3)

GUARDRAIL (TYPE

STEEL GRAB BAR PER DETAIL

INSTALL NEW GALVANIZED

AND DETAIL

GRATING PANELS PER NOTE 5 THIS SHEET

REPLACE EXISTING FIELD VERIFIED DAMAGED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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D

E

F

G

H

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K

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M

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S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

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IC

IT

A

T

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E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

SPECIFICATION 05 50 13.

TABLE ON SHEET S-101. GALVANIZED STEEL GRATING SHALL BE FABRICATED PER

REMOVED STEEL GRATING PANELS AS NOTED ON SHEET S-101 AND PER GRATING

FABRICATE NEW GALVANIZED STEEL GRATING PANELS TO REPLACE EXISTING 5.

HANDRAILING, AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 4.

INDICATES SPAN OF GRATING3.

THE PLATFORM AREAS.

CONDITIONS SECTION FOR CLARITY WITHOUT SEEING THE CONCRETE WALL AT

SECTION A1/S-201 CUTS DEPICT THE LOOK OF THE EXISTING AND PROPOSED 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

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

C O

N C

R E

T E

L A

N D

IN

G

A C

C E

S S

G A

L L

E R

Y

1. 4'-0" ACCESS GALLERY AND WATER-TIGHT DOOR LOCATIONS VARY PER SIDE OF LOCK AND NOT SHOWN FOR CLARITY.

NOTES:

L CYLINDERC

L C

Y L

IN

D

E R

C L C

Y L

IN

D

E R

C

CL CYLINDER

S E

E N

O T

E

B E

L O

W

A C

C E

S S

G A

L L

E R

Y S

E E

N O

T E

B

E L

O W

A C

C E

S S

G A

L L

E R

Y

FIXED LADDER PER DETAIL

INSTALL OSHA COMPLIANT

(TYPE UPSG-1) PER DETAILS

CLOSING SAFETY GATE

GALVANIZED STEEL SELF

INSTALL OSHA COMPLIANT

GATE (TYPE LPSG-1) PER DETAIL

STEEL SELF CLOSING SAFETY

INSTALL OSHA COMPLIANT GALVANIZED

C

TAINTER VALVE PIT BELOW

EXISTING OPENING TO

TAINTER VALVE PIT BELOW

EXISTING OPENING TO

(BELOW) PER DETAIL

WITH L 6x6x3/8 SUPPORT

STEEL FRAMIMG MC4x13.8

INSTALL NEW GALVANIZED

GRATING

C

TOE L CONNECTIONP

TOE L CONNECTION (TYP 2)P

(TYP) PER DETAIL

STEEL GRATING SECTION

INSTALL NEW GALVANIZED

PER DETAIL

STEEL L 4x3x1/2 (TYP)

INSTALL NEW GALVANIZED

PER DETAIL

STEEL L 4x3x1/2 (TYP)

INSTALL NEW GALVANIZED

S-201

A1

S-501

A1

S-501

A11

S-502

K1

S-503

A1

S-501

A11

S-503

A1

S-502

A1

S-502

A13

S-501

A17

S-201

A1

S-503

G1

S-502

A4

S-502

A4

S-501

J1

S-501

G7

S-502

A13

S-502

F1

S-502

F1

S-503

A1

S-503

A13

S-503

A13

S-503

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

UPPER AND LOWER PLATFORMS ELEVATION

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

A1

TAINTER VALVE

24'-0"

(TYPE UPR-1), POSTS IN EXISTING HANDRAILING PIPE SLEEVES (TYP)

DIA EXTERIOR GUARDRAIL"2

INSTALL NEW UPPER PLATFORM GALVANIZED STEEL 1

CONCRETE LANDING

ACCESS GALLERY

INSTALL NEW GALVANIZED STEEL SAFETY GATE

STEEL FRAMING

EXISTING UPPER PLATFORM

STEEL FRAMING

INSTALL NEW GALVANIZED FIXED LADDER

R

E P

P P

.E

U P

P E

R A

N D

L O

W E

R O

P E

R A

T

IN

G P

L A

T F

O R

M S

E L

E V

A T

IO

N

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

P R

O P

O S

E D

S A

F E

T Y

I M

P R

O V

E M

E N

T S

S-201

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-2

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

THICK STEEL GRATING (TYP)

"4

EXISTING UPPER PLATFORM 1

STEEL ANGLE / STEEL PLATE (TYP)

EXISTING UPPER PLATFORM PERIMETER

GRATING PANELS (TYP) PER GRATING TABLE ON SHEET S-101

THICK" 4

INSTALL NEW GALVANIZED STEEL LOWER PLATFORM 1

EXTERIOR HANDRAILING AND POSTS (TYP)

DIA STEEL"EXISTING LOWER PLATFORM 2

INTERIOR GUARDRAIL (TYPE LPR-2), POSTS AND TOE PLATES (TYP)

DIA "2

INSTALL NEW LOWER PLATFORM GALVANIZED STEEL 1

INTERIOR GUARDRAIL (TYPE LPR-1), POSTS AND TOE PLATES (TYP)

DIA"2

INSTALL NEW LOWER PLATFORM GALVANIZED STEEL 1

GATE ON EXTERIOR LOWER PLATFORM HANDRAILING POSTS (TYP)

INSTALL NEW GALVANIZED STEEL TOE PLATES AND SAFETY

PLATES ON EXISTING HANDRAILING PIPE SLEEVES (TYP)

INSTALL NEW UPPER PLATFORM GALVANIZED STEEL TOE

THICK STEEL GRATING (TYP)" 4

EXISTING LOWER PLATFORM

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

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M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING, HANDRAILING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

GENERAL SHEET NOTES

4'0 2' 8'

EL =370.0

EL =365.70

TOP OF STEEL EL =370.75

EL =368.20

EL =373.50

TOP OF LOCK WALL EL =382.00

EL =377.0

EL =368.20

EL =365.70

EL =360.97

TOP OF GRATING EL =360.5±

BOTTOM OF STEEL EL =359.67

EL =353.2297

EL =345.55

EL =298.33

EL =296.00

EL =353.2297

EL =298.33

EL =296.00

NORMAL UPPER POOL EL =359.0

CL CYLINDER

CL TRUNNION

FLOW

MAX UPPER POOL EL =375.0

EL =371.98

EL =374.25

AND GRATING SECTION PER DETAIL

INSTALL NEW GALVANIZED CHANNEL

ANGLES AND GALVANIZED STEEL STRAPS

INSTALL NEW GALVANIZED STEEL FRAMING

FALL PROTECTION AND REMOVING THE WARNING LINE.

CONFIRM HANDRAILS AND GRATING ARE SECURELY INSTALLED PRIOR TO DOFFING 7.

REINSTALL GRATING OR HANDRAIL AND SECURE PER DRAWINGS. 6.

OF PER PROJECT REQUIREMENTS.

REMOVE HANDRAIL OR GRATING FROM THE PLATFORM AND STORE OR DISPOSE 5.

PREVENT DAMAGE TO RAILING SLEEVES.

GRATING FROM THE SUPPORTING STRUCTURE. CARE SHALL BE TAKEN TO

UNBOLT OR GRIND WELDS AS NECESSARY TO DISCONNECT HANDRAILS OR 4.

OF SAFETY EQUIPMENT.

WEIGHT OF EACH ITEM. A COMPETENT PERSON SHALL SUPERVISE THE REMOVAL

MAINTENANCE PIT. THE LINE OR RIGGING SHALL BE SIZED FOR THE EXPECTED

HANDLING DEVICE PRIOR TO REMOVAL TO PREVENT IT FROM FALLING INTO THE

TIE OFF HANDRAILS OR GRATING TO AN ANCHOR, CRANE, OR OTHER MATERIAL 3.

THE START OF ANY WORK.

SUBMITTED TO AND APPROVED BY THE OPERATIONS SAFETY OFFICER PRIOR TO

COMPLYING WITH THE LATEST VERSION OF USACE EM 385-1-1 SHALL BE

PRIOR TO REMOVING ANY HANDRAILS OR GRATING. A FALL PROTECTION PLAN

ALL WORKERS SHALL BE TIED OFF WITH ADEQUATE FALL PROTECTION MEASURES 2.

INSTALL A WARNING LINE PER 29 CFR 1910.29(D) PRIOR TO THE START OF WORK. 1.

PROCEDURES NOTES:

HANDRAIL AND GRATING REMOVAL

S-304

A2

S-306

A2

S-305

A2

S-305

A2

S-503

G1

S-501

G7

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

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N

-3

EXISTING CONDITIONS UPPER AND LOWER PLATFORMS SECTION AT EXTERIOR RAILING

A2

CONCRETE LANDING

ACCESS GALLERY

10'-0" 5'-0"5'-0"

(T Y

P

(TYP)

1'-0"

1'-4"

FRAMING (TYP)

PLATFORM STEEL

EXISTING UPPER

FRAMING (TYP)

PLATFORM STEEL

EXISTING LOWER

GRAB BAR (TO REMAIN)

EXISTING GALVANIZED

REFER TO SHEET S-304

AT UPPER PLATFORM HANDRAILING,

TYP). FOR SAFETY IMPROVEMENTS

(TO BE REMOVED AND DISPOSED OF

EXISTING EXTERIOR HANDRAILING

GRATING (BEYOND) (TO REMAIN)

TOP OF EXISTING STEEL

STEEL PLATE (TO REMAIN TYP)

PERIMETER STEEL ANGLE /

EXISTING UPPER PLATFORM

REUSED (TYP)

SLEEVES SHALL REMAIN AND BE

EXISTING STEEL HANDRAILING PIPE

TO SHEETS S-304 & S-305

S-102), FOR NEW GRATING, REFER

WHERE NOTED PER SHEETS S-101 &

(TO BE REMOVED AND DISPOSED OF

EXISTING STEEL GRATING (BEYOND),

EXTERIOR HANDRAIL POSTS, REFER TO SHEET S-304

FOR SAFETY IMPROVEMENTS AT EXISTING

STEEL HANDRAILING AND POSTS (TO REMAIN TYP)

EXISTING OSHA COMPLIANT LOWER PLATFORM EXTERIOR

RUNGS (TO REMAIN TYP)

EXISTING EMBEDDED STEEL LADDER

R

E P

P P

.E

O P

E R

A T

IN

G

P L

A T

F O

R M

S S

E C

T

IO

N

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

E X

IS

T

IN

G

C O

N D

IT

IO

N S

W

IT

H D

E M

O L

IT

IO

N N

O T

E S

S-301

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-3

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

PIPE SLEEVE SHALL REMAIN

EXISTING STEEL HANDRAILING

STEEL FRAMING (TYP)

EXISTING UPPER PLATFORM

AND COAT EXPOSED STEEL PER NOTE 3 (TYP)

WITH STEEL FRAMING, GRIND SMOOTH

DISPOSED OF). CUT-OFF POST STEMS FLUSH

(BEYOND) AT OPENING (TO BE REMOVED AND

EXISTING STEEL HANDRAILING AND POSTS

STEEL FRAMING (TYP)

EXISTING LOWER PLATFORM

TO SHEET S-304

PIPE SLEEVES (TYP), REFER

EXISTING EXTERIOR HANDRAIL

FOR SAFETY IMPROVEMENTS AT

LADDER RUNGS (TYP), SEE A1/S-101

EXISTING EMBEDDED STEEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

SPECIFICATION 09 90 00.

ANY STEEL MEMBERS THAT ARE CUT IN THE FIELD SHALL BE PAINTED PER 3.

HANDRAILING, AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

2'0 1' 4'

L CYLINDERC

TOP OF STEEL EL =370.75

EL =365.70

EL =368.20

EL =370.0

TOP OF GRATING EL =360.5±

BOTTOM OF STEEL EL =359.67

EL =377.0

EL =374.25

HANDRAILING OPENING, REFER TO SHEET S-304

FOR SAFETY IMPROVEMENTS AT EXISTING

RUNGS, REFER TO SHEET S-304

PLATFORM ACCESS LADDER

TO UPPER AND LOWER

FOR SAFETY IMPROVEMENTS

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

EXISTING CONDITIONS UPPER AND LOWER PLATFORMS SECTION AT INTERIOR RAILING

5'-0"10'-0"5'-0"

GRAB BAR (TO REMAIN)

EXISTING GALVANIZED

GRATING (TO REMAIN TYP)

TOP OF EXISTING STEEL

STEEL PLATE (TO REMAIN TYP)

PERIMETER STEEL ANGLE /

EXISTING UPPER PLATFORM

STEEL FRAMING (TYP)

EXISTING UPPER PLATFORM

AND BE REUSED (TYP)

PIPE SLEEVES SHALL REMAIN

EXISTING HANDRAILING STEEL

STEEL FRAMING (TYP)

EXISTING LOWER PLATFORM

/4

VALVE PIT OPENING, REFER TO SHEET S-305

OF TYP). FOR SAFETY IMPROVEMENTS AT TAINTER

AND BASE PLATES (TO BE REMOVED AND DISPOSED

EXISTING INTERIOR STEEL HANDRAILING, POSTS

STEMS (TO REMAIN TYP)

HANDRAILING, POSTS AND POST

PLATFORM EXTERIOR STEEL

EXISTING OSHA COMPLIANT LOWER

DISPOSED OF), FOR LIMITS SEE A11/S-101

PIT OPENING (TO BE REMOVED AND

POSTS IN AREA OF EXISTING VALVE

EXISTING STEEL HANDRAILING AND

R

E P

P P

.E

O P

E R

A T

IN

G

P L

A T

F O

R M

S S

E C

T

IO

N

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

E X

IS

T

IN

G

C O

N D

IT

IO

N S

W

IT

H D

E M

O L

IT

IO

N N

O T

E S

S-302

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-3

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

COAT EXPOSED STEEL PER NOTE 3 (TYP)

STEEL FRAMING, GRIND SMOOTH AND

CUT-OFF POST STEMS FLUSH WITH

REFER TO SHEET S-305

AT UPPER PLATFORM HANDRAILING,

TYP) FOR SAFETY IMPROVEMENTS

(TO BE REMOVED AND DISPOSED OF

EXISTING EXTERIOR HANDRAILING

TO SHEET S-305

POST SLEEVES (TYP), REFER

EXISTING EXTERIOR HANDRAIL

FOR SAFETY IMPROVEMENTS AT

POSTS (TYP), REFER TO SHEET S-305

EXISTING EXTERIOR HANDRAIL

FOR SAFETY IMPROVEMENTS ATTO SHEETS S-304 & S-305

S-102), FOR NEW GRATING, REFER

WHERE NOTED PER SHEETS S-101 &

(TO BE REMOVED AND DISPOSED OF

EXISTING STEEL GRATING (BEYOND),

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

SPECIFICATION 09 90 00.

ANY STEEL MEMBERS THAT ARE CUT IN THE FIELD SHALL BE PAINTED PER 3.

HANDRAILING, AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

2'0 1' 4'

L CYLINDERC

TOP OF GRATING EL =360.5±

BOTTOM OF STEEL EL =359.67

EL =365.70

EL =368.20

EL =370.0

TOP OF STEEL EL =370.75

EL =377.0

RUNGS, REFER TO SHEET S-305

PLATFORM ACCESS LADDER

TO UPPER AND LOWER

FOR SAFETY IMPROVEMENTS

VALVE PIT OPENING, REFER TO SHEET S-305

FOR SAFETY IMPROVEMENTS AT EXISTING

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

EXISTING CONDITIONS UPPER PLATFORM SECTION AT ACCESS GALLERY LANDING

R

E P

P P

.E

O P

E R

A T

IN

G

P L

A T

F O

R M

S S

E C

T

IO

N

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

E X

IS

T

IN

G

C O

N D

IT

IO

N S

W

IT

H D

E M

O L

IT

IO

N N

O T

E S

S-303

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-3

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

CONCRETE LANDING

ACCESS GALLERY

STEEL FRAMING (TYP)

EXISTING UPPER PLATFORM

/4

(TO REMAIN TYP)

STEEL GRATING

EXISTING

GRAB BAR (TO REMAIN TYP)

EXISTING GALVANIZED

10'-0"

FRAMING (TYP)

STEEL GRATING

EXISTING L4

F

IE

L D

M E

A S

U R

E M

E N

T

/4

P

E R

R E

C O

R D

D W

G S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

HANDRAILING, AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

2'0 1' 4'

L CYLINDERC

EL =365.70

EL =368.20

EL =370.0

TOP OF STEEL EL =370.75

G R

A T

IN

G

(V A

R

IE

S P

E R

L O

C A

T

IO

N

V

IF

GALLERY LANDING AREA, REFER TO SHEET S-306

FOR SAFETY IMPROVEMENTS AT ACCESS

1. 4'-0" ACCESS GALLERY AND WATER-TIGHT DOOR LOCATIONS VARY PER SIDE OF LOCK AND NOT SHOWN FOR CLARITY.

NOTES:

SEE NOTE 1 BELOW

ACCESS GALLERY

SEE NOTE 1 BELOW

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

UPPER AND LOWER PLATFORMS SECTION AT EXTERIOR RAILING

10'-0" 5'-0"5'-0"

FRAMING (TYP)

PLATFORM STEEL

EXISTING UPPER

FRAMING (TYP)

PLATFORM STEEL

EXISTING LOWER

GRAB BAR (TYP)

EXISTING GALVANIZED

SLEEVES (TYP) PER DETAILS

EXISTING HANDRAILING PIPE

GUARDRAIL (TYPE UPR-1) IN

GALVANIZED STEEL REMOVABLE

INSTALL OSHA COMPLIANT EXTERIOR

(BEYOND) (TO REMAIN)

STEEL GRATING

TOP OF EXISTING

(TO REMAIN)

STEEL PLATE TOE PLATE

EXISTING STEEL ANGLE/

AND BE REUSED (TYP)

PIPE SLEEVES SHALL REMAIN

EXISTING STEEL HANDRAILING

TABLE ON SHEET S-101 AND PER DETAIL

PANELS (BEYOND) (TYP) PER GRATING

INSTALL NEW GALVANIZED STEEL GRATING

HANDRAIL POSTS (TYP) PER DETAIL

PLATE ON EXISTING EXTERIOR

INSTALL GALVANIZED STEEL TOE

2" DIA. STEEL HANDRAILING AND POSTS (TYP)

EXISTING OSHA COMPLIANT LOWER PLATFORM EXTERIOR

LADDER RUNGS (TYP)

EXISTING EMBEDDED STEEL

R

E P

P P

.E

O P

E R

A T

IN

G

P L

A T

F O

R M

S S

E C

T

IO

N

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

P R

O P

O S

E D

S A

F E

T Y

I M

P R

O V

E M

E N

T S

S-304

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-3

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

GRAB BAR PER DETAIL

INSTALL NEW GALVANIZED

GATE (TYPE LPSG-1) PER DETAIL

STEEL SELF CLOSING SAFETY

INSTALL OSHA COMPLIANT GALVANIZED

PIPE SLEEVES PER DETAIL

PLATES ON EXISTING HANDRAILING

INSTALL GALVANIZED STEEL TOE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

FIXED LADDER SHALL COMPLY WITH SPECIFICATION 05 51 33.3.

HANDRAILING, AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

2'0 1' 4'

L CYLINDERC

TOP OF STEEL EL =370.75

EL =365.70

EL =368.20

EL =370.0

TOP OF GRATING EL =360.5±

BOTTOM OF STEEL EL =359.67

EL =377.0

LADDER PER NOTE 3 AND DETAIL

INSTALL OSHA COMPLIANT FIXED

L LADDERC

S-501

A1

S-502

K1

S-503

A1

S-502

A13 S-501

A11

S-501

J1

S-502

A13

S-502

F1

S-502

F1

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

UPPER AND LOWER PLATFORMS SECTION AT INTERIOR RAILING

5'-0"10'-0"5'-0"

STEEL GRATING (TYP)

TOP OF EXISTING

STEEL FRAMING (TYP)

EXISTING UPPER PLATFORM

PIPE SLEEVE (TYP)

EXISTING HANDRAILING

STEEL FRAMING (TYP)

EXISTING LOWER PLATFORM

/4

POST STEMS AND TOE PLATE PER DETAIL

STEEL REMOVABLE GUARDRAIL (TYPE LPR-1),

INSTALL OSHA COMPLIANT INTERIOR GALVANIZED

POSTS (TYP) PER DETAIL

ON EXISTING EXTERIOR HANDRAIL

INSTALL GALVANIZED STEEL TOE PLATE

R

E P

P P

.E

O P

E R

A T

IN

G

P L

A T

F O

R M

S S

E C

T

IO

N

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

P R

O P

O S

E D

S A

F E

T Y

I M

P R

O V

E M

E N

T S

S-305

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-3

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

SLEEVES PER DETAIL

EXISTING HANDRAILING PIPE

GUARDRAIL (TYPE UPR-1) IN

GALVANIZED STEEL REMOVABLE

INSTALL OSHA COMPLIANT EXTERIOR

GRAB BAR (TYP)

GALVANIZED

EXISTING

S E

E N

O T

E

1'-4"

STEEL ANGLE / STEEL PLATE (TYP)

EXISTING UPPER PLATFORM PERIMETER

OPENINGS PER DETAIL

STEMS AND TOE PLATES AT CYLINDER

REMOVABLE GUARDRAIL (TYPE UPR-2), POST

INSTALL OSHA COMPLIANT GALVANIZED STEEL

HANDRAILING AND POSTS (TYP)

PLATFORM EXTERIOR 2" DIA. STEEL

EXISTING OSHA COMPLIANT LOWER

REMOVABLE GUARDRAIL (TYPE LPR-2) (BEYOND) PER DETAIL

OSHA COMPLIANT INTERIOR GALVANIZED STEEL

SUPPORTS FOR NEW GRATING PER DETAIL

INSTALL GALVANIZED STEEL FRAMING

PIPE SLEEVES PER DETAIL

TOE PLATES ON EXISTING HANDRAILING

INSTALL GALVANIZED STEEL REMOVABLE

SEE NOTE 5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

INCHES ABOVE THE PLATFORM GRATING.

GRATING ON THE UPPER PLATFORM. THE SIDE RAILS SHALL EXTEND AT LEAST 42

THE LADDER SHALL BE INSTALLED SO A RUNG IS LEVEL WITH THE TOP OF THE 5.

THAN 20 INCHES FROM THE PLATFORM EDGE.

THE CENTER LINE OF THE LADDER SHALL BE AT LEAST 15 INCHES BUT NOT MORE 4.

FIXED LADDER SHALL COMPLY WITH SPECIFICATION 05 51 33.3.

HANDRAILING, AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

2'0 1' 4'

L CYLINDERC

TOP OF GRATING EL =360.5±

BOTTOM OF STEEL EL =359.67

EL =365.70

EL =368.20

EL =370.0

TOP OF STEEL EL =370.75

EL =377.0

L LADDERC

LADDER PER NOTE 3 AND DETAIL

INSTALL OSHA COMPLIANT FIXED

SEE NOTE 4

TABLE ON SHEET S-101 AND PER DETAIL

PANELS (BEYOND) (TYP) PER GRATING

INSTALL NEW GALVANIZED STEEL GRATING

S-502

A1

S-502

A13

S-502

F1

S-501

A1

S-501

A17

S-503

A1

S-501

G7

S-502

K1

S-502

F1

A4

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

UPPER PLATFORM SECTION AT ACCESS GALLERY LANDING

R

E P

P P

.E

O P

E R

A T

IN

G

P L

A T

F O

R M

S S

E C

T

IO

N

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

P R

O P

O S

E D

S A

F E

T Y

I M

P R

O V

E M

E N

T S

S-306

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-3

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

CONCRETE LANDING

ACCESS GALLERY

STEEL FRAMING (TYP)

EXISTING UPPER PLATFORM

GRAB BAR (TYP)

GALVANIZED

EXISTING

10'-0"

AND PER DETAIL

STEEL GRATING SECTION (TYP)

TOP OF INSTALLED 1 3/4" GALVANIZED

CLR WALL TO GRATING

1/4 " (TYP)

F

IE

L D

M E

A S

U R

E M

E N

T

/4

P

E R

R E

C O

R D

D W

G S

/4

/4

/4

/2

PLATFORM GRATING (TYP)

TOP OF EXISTING UPPER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

THE EXISTING GRATING.

THE HEIGHT DIFFERENCE BETWEEN THE CONCRETE LANDING AND THE TOP OF

INSTALL GRATING AND SUPPORTS SO THAT TOP OF THE NEW GRATING IS HALF OF 3.

HANDRAILING, AND HANDRAILING.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 2.

VALVE OPERATING CYLINDER AND EQUIPMENT NOT SHOWN FOR CLARITY.1.

2'0 1' 4'

L CYLINDERC

EL =365.70

EL =368.20

EL =370.0

TO OF EXIST STEEL & BO EXIST GRATING EL =370.75

1. 4'-0" ACCESS GALLERY AND WATER-TIGHT DOOR LOCATIONS VARY PER SIDE OF LOCK AND NOT SHOWN FOR CLARITY.

NOTES:

SEE NOTE 1 BELOW

ACCESS GALLERY

SEE NOTE 1 BELOW

ACCESS GALLERY

SUPPORT, SEE NOTE 3 THIS SHEET AND DETAIL

INSTALL NEW GALVANIZED STEEL L 4x3x1/2 GRATING

(V A

R

IE

S P

E R

L O

C A

T

IO

N

V

IF

THIS SHEET AND DETAIL

GRATING SUPPORT, SEE NOTE 3

WITH L 6x6x3/8 SUPPORT FRAMING FOR

INSTALL NEW GALVANIZED STEEL MC4x13.8

GRATING SUPPORT, SEE NOTE 3 THIS SHEET

INSTALL NEW GALVANIZED STEEL L 4x3x1/2

S-503

A1

S-503

A13

S-503

G1

A13

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

R

E P

P P

.E

U P

P E

R A

N D

L O

W E

R O

P E

R A

T

IN

G P

L A

T F

O R

M D

E T

A

IL

S -1

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

P R

O P

O S

E D

S A

F E

T Y

I M

P R

O V

E M

E N

T S

S-501

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-5

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

5" (TYP.)

FIXED LADDER ELEVATION

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

A1

S

P A

C

IN

G

M

A X

T Y

P

1'-6"

(TYP)

2"

R U

N G

S S

P A

C E

D U

N

IF

O R

M

IL

Y A

T

M

A X

O C

ALL SUPPORT BRACKETS

3/8" BENT PLATE TYP FOR

2 1/2"x1/2" BAR

9/16" DIA HOLE (TYP)

3/4" DIA RUNG (TYP)

TOP AND BOTTOM

ROUND CORNERS,

WITH WASHER & NUT (TYP)

x 6" MIN EMBEDMENT

GRADE 36 GALVANIZED

ANCHOR ROD, ASTM F1554

THREADED ADHESIVE

L DRILL & GROUT 1/2" DIA

7"

A17

SCALE: 1" = 1'-0"

REMOVABLE RAILING (TYPE UPR-2)

E7

SCALE: NTS

LADDER RUNG DETAIL

(T Y

P

(TYP)

1 1/4 "5"

(T Y

P

GRIND EXPOSED CORNERS

2 1/2"x1/2"x0'-6" PLATE (TYP)

BENT BAR

3/4" DIA.

EMBEDMENT WITH WASHER & NUT (TYP)

GRADE 36 GALVANIZED x 6" MIN

ADHESIVE ANCHOR ROD, ASTM F1554

L DRILL & GROUT 1/2" DIA THREADED

HOLE (TYP)

9/16" DIA.

TYPICAL GRAB BAR DETAIL

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

J1

SAFETY GATE DETAIL

A11

2'-4" (TYPE LPSG-1) (VIF TYP)

1'-7" (TYPE UPSG-1) (VIF TYP)

(LOWER PLATFORM ONLY)

GRAB BAR "GATE STOP"

GRATING (TYP)

TO PLATFORM

HINGE

DETERMINED IN FIELD

GATE LENGTH TO BE

FRAMING MEMBER (TYP)

EXISTING PLATFORM STEEL

/4

WELDED TO STEM

1/4" THICK GALV STOP

GRATING (TYP)

TO PLATFORM

/2

/2

PIPE 1 1/2" STD

(TYP), SEE NOTE 2 BELOW

BOLT, NUT & WASHERS

3/8" DIA. GALVANIZED A307

STEM WITH EASED EDGE

1 1/2" DIA. x 7 3/4" LONG GALV

REMOVABLE GUARDRAIL POST STEM DETAIL

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

L7

3'-0"7 1/2 " 7 1/2 " x 2'-0" LONG

L 4x3x1/2 (LLV)

GRATING (TYP)

TO LOWER PLATFORM

(T Y

P

WITH WASHER & NUT (TYP)

6 3/4" MIN EMBEDMENT

GRADE 36 GALVANIZED x

ANCHOR ROD, ASTM F1554

THREADED ADHESIVE

DRILL & GROUT 3/4" DIA

L 4x3x1/2 (LLV) x 4'-3" LONG

ROD (TYP)

ADHESIVE ANCHOR

3/4" DIA THREADED

/2

3 1/2 "

STEEL FRAMING (TYP)

EXISTING LOWER PLATFORM

FRAMING (TYP)

PLATFORM STEEL

EXISTING LOWER

GRATING (TYP)

TO LOWER PLATFORM

L 4x3x1/2 (LLV)

1/2" L (TYP)

PLATE" (TYP)

STEEL "STRAP

GALVANIZED

1/2"x3"x6"

1'-0"

/2

1"

PREDRILLED HOLE IN PL (TYP)

NUT THROUGH 5/8" DIA

EMBEDMENT WITH WASHER &

GALVANIZED x 6" MIN

ROD, ASTM F1554 GRADE 36

THREADED ADHESIVE ANCHOR

DRILL & GROUT 1/2" DIA

LOWER PLATFORM NEW GRATING SUPPORT FRAMING AND EXISTING STEEL FRAMING REINFORCEMENT STRAP DETAIL

G7

ANCHOR ROD (TYP)

3/4" DIA THREADED ADHESIVE

GRATING (TYP)

TO PLATFORM

3'-4"

STEEL FRAMING (TYP)

EXISTING UPPER PLATFORM

1/4"x4" TOE PLATE

/4

1 1/2" DIA SCH 40 PIPE (TYP)

(TYP) PER DETAIL

GUARDRAIL POST STEM

A7

LADDER SECTION

/2

EXCEED 1'-0" ABOVE GRATING

BOTOM RUNG NOT TO

WITH PLATFORM GRATING (TYP)

INSTALL LADDER RUNG EVEN

M

IN

/4

4"

1"

EXISTING PLATE

TACK WELD TO

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

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S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

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IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

INCLUDE VENT HOLES IN ALL GUARDRAIL COMPONENTS FOR GALVANIZING.4.

90 00.

AREA. AFTER WELD IS COMPLETE, COAT EXPOSED STEEL PER SPECIFICATION 09

PRIOR TO ANY WELDING GRIND GALVANIZING OFF FOR 3" INCHES BEYOND WORK 3.

PER SPEC 05 52 00.

GALVANIZE ALL NEW STEEL COMPONENTS AFTER ALL FABRICATION IS COMPLETED 2.

HANDRAILING, AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 1.

TO GRATING AT LOWER PLATFORM

TO GRATING AT UPPER PLATFORM

1. MAKE 4 - ONE FOR EACH CULVERT VALVE PIT.

NOTES:

2'0 1' 4'

RUNG DETAIL

(TYP)

3/16

C

3/16

(TYP)

C

1. MAKE 4 - ONE FOR EACH CULVERT VALVE PIT AT LOWER PLATFORM AREA.

NOTES:

1' 2'0 6"

ELEVATION SECTION

4. SEE SPECIFICATION 05 50 13.

3. SWING GATE TAB (TYPE UPSG-1) SHALL CLOSE AGAINST CONCRETE WALL FACE AS "GATE STOP".

2. MAKE 8 - TWO FOR EACH CULVERT VALVE PIT. ONE AT UPPER PLATFORM AND ONE AT LOWER PLATFORM.

.1. DETAIL SHOWN AT LOWER PLATFORM FOR GATE (TYPE LPSG-1), GATE (TYPE UPSG-1) SIMILAR EXCEPT AS NOTED

NOTES:

0 1' 2'6"

(NEW AT GATE UPSG-1)

L RAIL POST (EXIST AT GATE LPSG-1)C

5/16

3. REFER TO GENERAL SHEET NOTE 3.

SHEETS S-102, S-304, S-305, S-5-01 & S-502.

2. COORDINATE POST STEM PLACEMENT LOCATION WITH REGARDS TO HOLES & BOLT LOCATIONS PER

1. POST STEM IS TYPICAL FOR ALL REMOVABLE GUARDRAIL POST INSTALLATION LOCATIONS.

NOTES:

1' 2'0 6"

PLAN SECTION G13 SECTION G16

0 1' 2'6"

PLATFORM CYLINDER OPENING.

1. MAKE 8 - TWO FOR EACH CULVERT VALVE PIT AT UPPER

NOTES:

0 1' 2'6"

L RAIL POST (TYP)C

SMOOTH (TYP)

GRIND WELDS

POST (TYP)

TO GUARDRAIL

TOE PLATE

3 BELOW

SEE NOTE

(TYP)

1/4

3/16

3/16 S-501

E7

S-501

G13

S-501

G16

S-501

L7

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

R

E P

P P

.E

U P

P E

R A

N D

L O

W E

R O

P E

R A

T

IN

G P

L A

T F

O R

M D

E T

A

IL

S -2

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

P R

O P

O S

E D

S A

F E

T Y

I M

P R

O V

E M

E N

T S

S-502

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-5

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

5'-8"

1 1/2" DIA SCH 40 PIPE (TYP)

1/4"x3 1/2" TOE PLATE

GRATING (TYP)

TO PLATFORM

/4

FRAMING (TYP)

PLATFORM STEEL

EXISTING LOWER(TYP) PER DETAIL

GUARDRAIL POST STEM

REMOVABLE RAILING (TYPE LPR-1)

REMOVABLE RAILING (TYPE LPR-2)

A4

3'-2"

1 1/2" DIA SCH 40 PIPE (TYP)

1'-4"

4'-10"

GRATING (TYP)

TO PLATFORM

LPR-1 GUARDRAIL

1/4"x3 1/2" TOE PLATE

(TYP) PER DETAIL

GUARDRAIL POST STEM

/4

A13

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

TOE PLATE INSTALLATION AT LOWER PLATFORM EXIST HANDRAILING

2" DIA STEEL PIPE (TYP)

EXISTING HANDRAILING

STEEL FRAMING (TYP)

EXISTING LOWER PLATFORM

GRATING (TYP)

TO PLATFORM

PLATFORM EXTERIOR RAILING POSTS)

BOLTS, NUTS & WASHERS (TYP ALL LOWER

REPLACE WITH NEW 3/8" DIA. GALVANIZED A307

REMOVE EXIST 3/8" DIA CARRIAGE BOLTS AND

STEEL FRAMING (TYP)

POST STEM (TYP)

EXIST GUARDRAIL

/4

T Y

P

NEW CONTINUOUS 1/4"x6" TOE PLATE (TYP)

2" DIA STEEL PIPE (TYP)

EXISTING HANDRAILING

/2

/4

/4

NEW GALV STEEL L 2x2x1/4

1 1/4 "

/4

BOLTS, NUTS & WASHERS (TYP)

3/8" DIA. GALVANIZED A307

NEW 1/4"x6" TOE PLATE

NEW CONTINUOUS 1/4"x6" TOE PLATE (TYP)

RAILING PIPE SLEEVE (TYP)

EXIST 2" DIA SCH 80 PIPE

STEEL FRAMING (TYP)

EXISTING UPPER PLATFORM

NEW 1/4"x3" TOE PLATE (TYP)

STEEL L 2x2x1/4

NEW GALV

PLATFORM EXTERIOR RAILING PIPE SLEEVES)

A307 BOLT, NUT & WASHERS (TYP ALL UPPER

INSTALLATION OF NEW 3/8" DIA. GALVANIZED

REAM EXISTING HOLE TO 7/16" DIA FOR

REMOVE EXIST 5/16" DIA BOLTS, DRILL/

BOLT, NUT & WASHERS (TYP)

3/8" DIA. GALVANIZED A307

1 1/4 "

/4

STEEL FRAMING (TYP)

EXISTING UPPER PLATFORM

PER DETAIL

EXIST RAILING PIPE SLEEVE (TYP)

1 1/2" DIA SCH 40 PIPE GUARDRAIL IN

INSTALL NEW GALV STEEL REMOVABLE

RAILING PIPE SLEEVE (TYP)

EXIST 2" DIA SCH 80 PIPE

F1

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

TOE PLATE INSTALLATION AT UPPER PLATFORM EXIST RAILING PIPE SLEEVE

GRATING (TYP)

TO PLATFORM

/2

/4

STEEL L 2x2x1/4

NEW GALV

/4

TOE PLATE (TYP)

NEW 1/4"x3"

/2

K1

UPPER PLATFORM REMOVABLE GUARDRAILING (TYPE UPR-1)

GRATING (TYP)

TO PLATFORM

NEW GALV STEEL L 2x2x1/4

1 1/2" DIA SCH 40 PIPE (TYP)

1 1/2" DIA SCH 40 PIPE (TYP)

1 1/2" DIA SCH 40 PIPE (TYP)

BOLT, DRILL THROUGH (TYP)

7/16" DIA HOLE FOR 3/8" DIA

/2

/2

/2

4'-0"

4'-3 3/4 " 1 1/2 "

(T Y

P

/2

T Y

P H

E

IG

H T

A B

O V

E W

A L

K

IN

G S

U R

F A

C E

/4

/4

BOLT, DRILL THROUGH (TYP)

7/16" DIA HOLE FOR 3/8" DIA

BOLT, DRILL THROUGH (TYP)

7/16" DIA HOLE FOR 3/8" DIA

(T Y

P

/4

NUT, DRILL AT ASSEMBLY WITH MARK UP-1 & UP-3 (TYP)

(4)- 7/16" DIA HOLE FOR 3/8" DIA CARRIAGE BOLT &

1 1/2" - 90° WELDELL (TYP)

T Y

P H

E

IG

H T

A B

O V

E W

A L

K

IN

G S

U R

F A

C E

/4

/4

5'-1 1/2"

10'-3"

5'-1 1/2"

/4

/4

T Y

P H

E

IG

H T

A B

O V

E W

A L

K

IN

G S

U R

F A

C E

1 1/2" DIA SCH 40 PIPE (TYP)

5'-9 9/16" 1 1/2 "

5'-5 13/16"

(T Y

P

/2

2 3/4 "

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

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B M

IT

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E D

B Y

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E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

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C O

N T

R A

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N O

S O

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D A

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®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

INCLUDE VENT HOLES IN ALL GUARDRAIL COMPONENTS FOR GALVANIZING.3.

PER SPEC 05 52 00.

GALVANIZE ALL NEW STEEL COMPONENTS AFTER ALL FABRICATION IS COMPLETED 2.

HANDRAILING, AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 1.

L RAIL POST (TYP)C

0 1' 2'6"

1. MAKE 4 - ONE FOR EACH CULVERT VALVE PIT AT LOWER PLATFORM TAINTER VALVE PIT OPENING.

NOTES:

POST (TYP)

TO GUARDRAIL

TOE PLATE

0 1' 2'6"

1. MAKE 8 - TWO FOR EACH CULVERT VALVE PIT AT LOWER PLATFORM TAINTER VALVE PIT OPENING.

NOTES:

L RAIL POST (TYP)C

1' 2'0 6"

3. THROUGH BOLT REMOVABLE TOE PLATES TO EXISTING RAILING POSTS (TYP).

2. ELEVATION VIEW SHOWN OPPOSITE HAND OF THAT SHOWN ON SHEET S-304.

1. SEE SHEET S-102/A11 FOR NEW TOE PLATE LENGTHS.

NOTES:

ELEVATION

PLAN SECTION

PLAN SECTION

1' 2'0 6"

0 1' 2'6"

1. MAKE 4 - ONE FOR EACH CULVERT VALVE PIT AT UPPER PLATFORM EXTERIOR RAILING LOCATIONS. RAILING LENGTHS TO BE DETERMINED IN FIELD PER EXISTING RAILING PIPE SLEEVE LOCATIONS PRIOR TO FABRICATION.

NOTES:

GUARDRAIL UPR-1 MARK UP-1 GUARDRAIL UPR-1 MARK UP-2 GUARDRAIL UPR-1 MARK UP-3

SMOOTH (TYP)

GRIND WELDS

3/16

SMOOTH (TYP)

GRIND WELDS

3/16

L RAIL POST (TYP)C

1/8

(TYP)

SMOOTH (TYP)

GRIND WELDS

3/16

L RAIL POST (TYP)C

POST (TYP)

TO GUARDRAIL

TOE PLATE

3/16

3/16

POST (TYP)

TO GUARDRAIL

TOE PLATE

SMOOTH (TYP)

GRIND WELDS

SMOOTH (TYP)

GRIND WELDS

1. THROUGH BOLT REMOVABLE TOE PLATES TO EXISTING RAILING PIPE SLEEVES (TYP).

NOTES:

3/16

3/16

3/16

3/16 S-501

L7

S-501

L7

S-502

A13

K1

P

D A

T E

A N

D M

O D

IF

Y

C U

L V

E R

T V

A L

V E

M A

IN

T

E N

A N

C E

A C

C E

S S

P L

A T

F O

R M

S

B A

R K

L E

Y L

O C

K A

N D

D A

M P

R O

JE

C

T

K E

N T

U C

K Y

A N

D T

E N

N E

S S

E E

C U

M B

E R

L A

N D

R

IV

E N

A M

E

A N

S I

D

W

P

Q A

M A

Y

N

A S

H V

IL

L

E D

IS

T

R

IC

T

P L

O T

S C

A L

E

T H

A V

E N

U E

S O

U T

H

N A

S H

V

IL

L E

T

N

-3

R

E P

P P

.E

U P

P E

R A

N D

L O

W E

R O

P E

R A

T

IN

G P

L A

T F

O R

M D

E T

A

IL

S -3

V A

L V

E O

P E

R A

T

IN

G M

A C

H

IN

E R

Y

P R

O P

O S

E D

S A

F E

T Y

I M

P R

O V

E M

E N

T S

S-503

T

H A

H N

C

S T

O N

E S

IF

E

R

P .E

B L

C V

M P

S

-5

.D

G N

A S

S H

O W

N

C O

'L E

A R

Y P

.E

TYP GALVANIZED STEEL GRATING DETAIL

TYP STEEL GRATING ATTACHMENT CLIP DETAIL

A8

.2

.3125"

0.8"

.7

3.145"

CTR TO CTR WIDTH (TYP)

FOR 1.187" BEARING BAR

0.125" TO 0.25" (TYP)

FOR BEARING BAR WIDTH

MEMBERS (TYP)

STEEL FRAMING

EXISTING PLATFORM

GRATING (TYP)

TO PLATFORM EXIST

GRATING PER SHEET S-102

NEW 1 3/4" GALV STEEL

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

/4

2"

O N

S H

E E

T S

-3

S

E

N O

T E

O N

S H

E E

T S

-3

E

N O

T E

THIS SHEET

SEE NOTE 3

GROUT PAD,

CONC LANDING

GALLERY

TO ACCESS

GALLERY CONC WALL

FACE OF EXIST ACCESS

GALV STEEL MC4x13.8

L 6x6x3/8 x 8" LONG

GALV STEEL

8"

1'-0" x 6" MIN EMBEDMENT WITH WASHER & NUT (TYP)

ANCHOR ROD, ASTM F1554 GRADE 36 GALVANIZED

DRILL & GROUT 1/2" DIA THREADED ADHESIVE

& NUT WITH FLAT WASHER (TYP)

BOLT WITH BEVELED WASHER

1/2" DIA. GALVANIZED A325

BEVELED WASHERS & NUTS

6" MIN EMBEDMENT WITH

GRADE 36 GALVANIZED x

ANCHOR RODS, ASTM F1554

THREADED ADHESIVE

DRILL & GROUT 1/2" DIA

GRATING (TYP)

TO PLATFORM EXIST

MEMBERS (TYP)

STEEL FRAMING

EXISTING PLATFORM

GRATING PER SHEET S-102

NEW 1 3/4" GALV STEEL

L 6x6x3/8

GALV STEEL

NOTE 3 THIS SHEET

GROUT PAD, SEE

GALV STEEL MC4x13.8

ANCHOR ROD (TYP)

THREADED ADHESIVE

1/2" DIA

WITH WASHER & NUT

x 6" MIN EMBEDMENT

F1554 GRADE 36 GALVANIZED

ANCHOR ROD, ASTM

THREADED ADHESIVE

DRILL & GROUT 1/2" DIA1" 1"

4"

-3

O

N S

H E

E T

S E

E N

O T

E

G1

SCALE: 3" = 1'-0"

ACCESS GALLERY NEW GRATING PLATFORM SUPPORT

x 1'-0" LONG (TYP)

L 4x3x1/2 (LLV)

GALV STEEL

GRATING (TYP)

TO PLATFORM EXIST

8"2" 2"

6"

GALLERY CONC WALL

FACE OF EXIST ACCESS

CONC WALL

EXIST

WITH WASHER & NUT

x 6" MIN EMBEDMENT

F1554 GRADE 36 GALVANIZED

ANCHOR ROD, ASTM

THREADED ADHESIVE

DRILL & GROUT 1/2" DIA

GRATING (TYP)

TO PLATFORM EXIST

GRATING PER SHEET S-102

NEW 1 3/4" GALV STEEL

L 4x3x1/2 (TYP)

GALV STEEL 4

/4

A13

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

ACCESS GALLERY NEW GRATING PLATFORM SUPPORT

ADHESIVE ANCHOR ROD

1/2" DIA THREADED

CONC WALL

EXIST

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

®of Engineers

US Army Corps

P lo t T im e

P lo t D a te

F il e N a m e

T im e

D a te

F il e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SHEET ID

GENERAL SHEET NOTES

SPECIFICATION 05 12 00.

LIMITED BY GROUT MANUFACTURER, AND SHALL MEET THE REQUIREMENTS OF

GROUT PAD SHALL BE MIN 1/4" THICK AND MAX 2" THICK UNLESS OTHERWISE 3.

PER SPEC 05 52 00.

GALVANIZE ALL NEW STEEL COMPONENTS AFTER ALL FABRICATION IS COMPLETED 2.

AND HANDRAILING COMPONENTS.

STEEL FRAMING MEMBERS, STEEL FRAMING COMPONENTS, GRATING, HANDRAILING,

REFER TO EXISTING CLIENT PROVIDED AS-CONSTRUCTED DRAWINGS FOR ALL 1.

W

ID

TH

SPAN

CROSS BAR

3/ " B

EARI

NG

BAR

3/

/4

CTR TO CTR 4"

CTR

TO

CTR

THI

CKNES

S

FABRICATION AND INSTALLATION OF GRATING TO CONFIRM DIMENSIONS.

6. FABRICATOR SHALL PROVIDE SHOP DRAWINGS TO THE USACE LOCK MAINTENANCE STAFF BEFORE

5. DENOTES THE DIRECTION OF THE BEARING BARS.

4. ALL GRATING PANEL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION.

3. STEEL GRATING SHALL BE GALVANIZED IN ACCORDANCE PER SPECIFICATIONS.

2. PROVIDE 1/2" GAP TYPICAL BETWEEN ADJACENT PANELS OF GRATING.

BAR OF THE SAME THICKNESS AS THE BEARING BARS UNO.

1. ALL ENDS OF THE GRATING AND EDGES OF OPENINGS SHALL BE BANDED WITH A RECTANGULAR BAND

NOTES:

5. ALL CLIP COMPONENTS SHALL BE GALVANIZED STEEL.

ANCHORED WITH NOT LESS THAN 4 GRATING ANCHORS.

4. EACH EXISTING AND NEW GRATING PANEL SHALL BE SECURELY

3. WELDING DIRECTLY TO THE GRATING IS NOT ALLOWED.

2. FOR SUPPORT STRUCTURE THICKNESS: 0.125" TO 0.75".

1. FOR BEARING BAR HEIGHT: 1" TO 2.125".

NOTES:

L CYLINDERC

ELEVATION SECTION G10

6"0 3" 1'

1' 2'0 6"

PLAN SECTION A19

S-503

G10

A19