ADV_PLANS_KerrGeneratorRoomFlooring.pdf

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John H. Kerr Epoxy Flooring Federal contract opportunity
Solicitation number
W912PM-16-B-0023
Issued by
Department of the Army Corps of Engineers Engineering District Wilmington

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K e r r P o w e r h o u s e G e n e r a to r R o o m F lo o r in g J o h n H

K e r r D a m a n d R e s e r v o ir

M e c k le n b u r g C o u n ty

V ir g in ia

IF

B N o

W P

M -1

-B -0

IFB No. W912PM-16-B-0023

Generator Room Flooring Kerr Powerhouse

Mecklenburg County, Virginia John H. Kerr Dam and Reservoir

PROJECT LOCATION

PROJECT LOCATION

GI01

DETAILS

N

INDEX OF DRAWINGS, LOCATION AND VICINITY MAPS

L O

C A

T

IO

N A

N D V

IC

IN

IT

Y M

A P

S

IN

D E

X O

F D

R A

W

IN

G S

GI01

F

CONTINUES TO THE SOUTH

ROUTE 4 (BUGGS ISLAND ROAD)

POW

ERHOUSE

TAILRACE

RIVER

ROANOKE

TUNNEL

CONTROL

ENTRANCE ROAD

SWITCHYARD

TUNNEL

POWER

OF DAM

CENTERLINE F

LOT

PARKING

ROUTE 4 CONTINUES

TO THE NORTH

F

N

MAYS C

HAPEL R

OAD

(B U

G G S I S L A

N D R

O A

D

S T A T E H

W Y R

O U T E

A-101

A-102

A-201

A-202

A-501

Approval Recommended: *

Approved: *

DATE

DATE

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

CHIEF, DESIGN AND GENERAL ENGINEERING SECTION

CHIEF, ENGINEERING BRANCH

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

G I0

.d g n

GENERATOR UNITS 1 - 4 FLOOR PLAN - DEMOLITION

GENERATOR UNITS 5 - 7 FLOOR PLAN - DEMOLITION

GENERATOR UNITS 1 - 4 FLOOR PLAN - NEW CONSTRUCTION

GENERATOR UNITS 5 - 7 FLOOR PLAN - NEW CONSTRUCTION

12-AUG-2016

12-AUG-2016

A

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E F G H I

NUMBER

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IN

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A

U G

JOHN H. KERR DAM

ROANOKE

R

IV

E R

D A N

V

IL

L E

NORTHFORK

FRANKLIN

R A

IL

W A Y

L

IN

E

SEABOARD

COAST

DREWRY

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IL

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RAILWAY

M E

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N B

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O U

N T

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IF

A X C

O U

N T

Y

VIRGINIA

NORTH CAROLINA

SOUTHERN

S O

U T

H E

R N R

A

IL

W A

Y

A B

A N

D O

N E

D

TOWNSVILLE

WILLIAMSBORO

MIDDLEBURG

HENDERSON

RALEIGH

TO

PLATE No. TITLE

INDEX OF DRAWINGS

NOT TO SCALE

PROJECT SITE MAP

NOT TO SCALE

VICINITY MAP

POWERHOUSE

A-101SCALE:116"=1’-0"

32FT 160481216

LEGEND

REMOVE EXISTING FLOORING

F L

O O

R P

L A

N D

E M

O L

IT

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N

IT

S

M A

T C

H L

IN

E S

E E P

L A

T E A -1

GENERATOR UNITS 1 - 4 FLOOR PLAN - DEMOLITION

SCALE: 1/16" = 1’

F L

O W

F L

O W

A .d g n

6’

8’

7’

6’

6’

12’

10’

10’

4’

UNIT 1UNIT 2UNIT 3UNIT 4UNIT 5UNIT 6UNIT 7

KEYPLAN

4’

4’

4’

4’

4’

4’

4’

5’ 4’

6’

3’

3’

3’

4’

4’

58.67’ 67.83’

24.83’

23.42’

OVERALL LENGTH OF GENERATOR ROOM: 530.50’

TO REMAIN

EXISTING RAIL TRACKS

20.81’5.61’

14.78’

2.81’

TO REMAIN

EXISTING RAIL TRACKS

AND STAIRWELLS.

SQUARE FOOTAGE MINUS AREAS OF THE GENERATORS, UNIT CONTROL BOARDS,

6. AREAS PROVIDED IN NOTE 5 WERE CALCULATED AS TOTAL GENERATOR ROOM

WILL HAVE QUARRY TILE / MORTAR BED REMOVED DOWN TO THE STRUCTURAL SLAB.

5. FOR BIDDING PURPOSES, ASSUME 25% (5,295 SF) OF TOTAL FLOOR AREA (21,179 SF)

MANUFACTURER’S RECOMMENDATIONS.

4. PREPARE SLAB AND QUARRY TILE SURFACES AS PER RESINOUS FLOORING SYSTEM

BED REMOVED DOWN TO STRUCTURAL SLAB.

3. AREAS SHOWN HATCHED ARE TO HAVE 1/2" THICK QUARRY TILE & 2" THICK MORTAR

OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE PRIOR TO DEMOLITION.

2. TILE TO BE DEMOLISHED TO BE LOCATED AND MARKED BY THE CONTRACTING

1. EXISTING TILE DEMOLITION LOCATIONS ARE APPROXIMATED TO THE NEAREST FOOT.

NOTES:

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E F G H I

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IN

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A

U G

6 ROOM

BATTERYROOM

LOCKER

SPREADER ROOM

ROOM

EQUIPMENT

HEAVY

TRANSFORMER BAY

ELECTRIC BAY

UP

DOWN

TELEPHONE ROOM

ELEVATOR

U P

D O

W N

DOWN

UNIT 1UNIT 2UNIT 3UNIT 4

UNIT CONTROL

BOARD BOARD

UNIT CONTROL

SHOP

ELECTRICIAN

A

STAIRWELL

U P

HATCH HATCH

COVERCOVER

SUPPORT

PEDESTAL

PLATES

HATCH

COVER

U P

D O

W N

D O

W N

A-102SCALE:116"=1’-0"

LEGEND

REMOVE EXISTING FLOORING

F L

O O

R P

L A

N D

E M

O L

IT

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E N

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S

M A

T C

H L

IN

E S

E E P

L A

T E A -1

GENERATOR UNITS 5 - 7 FLOOR PLAN - DEMOLITION

SCALE: 1/16" = 1’

F L

O W

F L

O W

A .d g n

5’

7’

3’

4’

4’

4’

4’

15’

3’

3’

UNIT 1UNIT 2UNIT 3UNIT 4UNIT 5UNIT 6UNIT 7

KEYPLAN

58.67’

AND STAIRWELLS.

SQUARE FOOTAGE MINUS AREAS OF THE GENERATORS, UNIT CONTROL BOARDS,

6. AREAS PROVIDED IN NOTE 5 WERE CALCULATED AS TOTAL GENERATOR ROOM

WILL HAVE QUARRY TILE / MORTAR BED REMOVED DOWN TO THE STRUCTURAL SLAB.

5. FOR BIDDING PURPOSES, ASSUME 25% (5,295 SF) OF TOTAL FLOOR AREA (21,179 SF)

MANUFACTURER’S RECOMMENDATIONS.

4. PREPARE SLAB AND QUARRY TILE SURFACES AS PER RESINOUS FLOORING SYSTEM

BED REMOVED DOWN TO STRUCTURAL SLAB.

3. AREAS SHOWN HATCHED ARE TO HAVE 1/2" THICK QUARRY TILE & 2" THICK MORTAR

OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE PRIOR TO DEMOLITION.

2. TILE TO BE DEMOLISHED TO BE LOCATED AND MARKED BY THE CONTRACTING

1. EXISTING TILE DEMOLITION LOCATIONS ARE APPROXIMATED TO THE NEAREST FOOT.

NOTES:

OVERALL LENGTH OF GENERATOR ROOM: 530.50’

DOWN

UNIT 5UNIT 6UNIT 7

UNIT CONTROL

BOARD

UNIT CONTROL

BOARD

ELECTRIC BAY

TRANSFORMER BAY

D O

W N

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E F G H I

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A

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A-201SCALE:116"=1’-0"

LEGEND

M A

T C

H L

IN

E S

E E P

L A

T E A -2

SCALE: 1/16" = 1’

F L

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F L

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A .d g n

GENERATOR UNITS 1 - 4 FLOOR PLAN - NEW CONSTRUCTION

F L

O O

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S

A-501

A-501

A-501

A-501

A-501

A-501

A-501

A-501

A-501

A-501

A-501

UNIT 1UNIT 2UNIT 3UNIT 4UNIT 5UNIT 6UNIT 7

KEYPLAN

AND STAIRWELLS.

SQUARE FOOTAGE MINUS AREAS OF THE GENERATORS, UNIT CONTROL BOARDS,

3. AREAS PROVIDED IN NOTE 2 WERE CALCULATED AS TOTAL GENERATOR ROOM

TILE.

OF NEW FLOORING WILL BE 1/4" THICK FLOOR SYSTEM OVER EXISTING QUARRY

OVER A NEW 2 1/2" THICK URETHANE CEMENT SLURRY. REMAINING 75% (15,884 SF)

2. FOR BIDDING PURPOSES, ASSUME 25% (5,295 SF) OF NEW FLOORING WILL BE

1/4" TOPCOAT OVER ADJACENT QUARRY TILE FLOORING.

WITH 2 1/2" THICK URETHANE CEMENT SLURRY AND 1/4" TOPCOAT. LEVEL WITH

1. IN AREAS WHERE QUARRY TILE & MORTAR BED HAVE BEEN REMOVED, REPLACE

NOTES:

AREA TO RECEIVE NEW FLOORING

58.67’

TO REMAIN

EXISTING RAIL TRACKS

TO REMAIN

EXISTING RAIL TRACKS

POLYURETHANE SEALANT

PROVIDE 2-COMPONENT

EXPANSION JOINT DEVICE -

MISSING 3-PIECE ALUMINUM

THIS EXPANSION JOINT IS

23.42’

20.81’5.61’

24.83’

14.78’

2.81’

OVERALL LENGTH OF GENERATOR ROOM: 530.50’

A-501

A-501

SIM

A-501

UNIT 1UNIT 2UNIT 3UNIT 4

HATCH

COVER

PLATES

PEDESTAL

SUPPORT

HATCH

COVER

COVER

HATCH

UNIT CONTROL

BOARD

UNIT CONTROL

BOARD

ELECTRIC BAY

SHOP

ELECTRICIAN

TRANSFORMER BAY

ROOM

EQUIPMENT

HEAVY

SPREADER ROOM

ELEVATOR

ROOM

BATTERY

TELEPHONE ROOM

ROOM

LOCKER

A

STAIRWELL

DOWN

D O

W N

U P

U P

U P

D O

W N

D O

W N

DOWN

UP

A

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A-202SCALE:116"=1’-0"

M A

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E E P

L A

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SCALE: 1/16" = 1’

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GENERATOR UNITS 5 - 7 FLOOR PLAN - NEW CONSTRUCTION

A .d g n

F L

O W

F L

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UNIT 1UNIT 2UNIT 3UNIT 4UNIT 5UNIT 6UNIT 7

KEYPLAN

A-501

A-501

A-501

A-501

A-501

AND STAIRWELLS.

SQUARE FOOTAGE MINUS AREAS OF THE GENERATORS, UNIT CONTROL BOARDS,

3. AREAS PROVIDED IN NOTE 2 WERE CALCULATED AS TOTAL GENERATOR ROOM

TILE.

OF NEW FLOORING WILL BE 1/4" THICK FLOOR SYSTEM OVER EXISTING QUARRY

OVER A NEW 2 1/2" THICK URETHANE CEMENT SLURRY. REMAINING 75% (15,884 SF)

2. FOR BIDDING PURPOSES, ASSUME 25% (5,295 SF) OF NEW FLOORING WILL BE

1/4" TOPCOAT OVER ADJACENT QUARRY TILE FLOORING.

WITH 2 1/2" THICK URETHANE CEMENT SLURRY AND 1/4" TOPCOAT. LEVEL WITH

1. IN AREAS WHERE QUARRY TILE & MORTAR BED HAVE BEEN REMOVED, REPLACE

NOTES: LEGEND

AREA TO RECEIVE NEW FLOORING

58.67’

OVERALL LENGTH OF GENERATOR ROOM: 530.50’

A

B C D

E F G H I

NUMBER

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UNIT 5UNIT 6UNIT 7

BOARD

UNIT CONTROL

BOARD

UNIT CONTROL

DOWN

D O

W N

1 FT01

SCALE: 1 1/2" = 1 FT

A-501

D E

T A

IL

S

A-501

EXISTING ALUMINUM EXPANSION JOINT

SCALE: 1 1/2" = 1’ - 0"

A-501 SCALE: 1 1/2" = 1’ - 0"

DETAIL AT CURB AROUND STAIR6

A-501 SCALE: 1 1/2" = 1’ - 0"

4 DETAIL AT REMOVABLE HATCH

A-501 SCALE: 1 1/2" = 1’ - 0"

5 DETAIL AT UNIT CONTROL BOARD HOUSING

A-501 SCALE: 1 1/2" = 1’ - 0"

7 DETAIL AT COVE BASE

A-501 SCALE: 1 1/2" = 1’ - 0"

8 TYPICAL FLOORING DETAIL

A-501 SCALE: 1 1/2" = 1’ - 0"

2 EXISTING EXPANSION JOINT W/O ALUMINUM

A-501 SCALE: 1 1/2" = 1’ - 0"

3 EXISTING RAIL TRACK DETAIL

CONCRETE SLAB

EXISTING STRUCTURAL

BED

TILE & 2" MORTAR

1/2" THICK QUARRY

OVER EXISTING

FLOORING SYSTEM

NEW 1/4" RESINOUS

- 4 + 3 "

JOINT IS MISSING

WHERE ALUMINUM EXPANSION

POLYURETHANE SEALANT

2 COMPONENT, SELF-LEVELING

PROVIDE MINIMUM 1/2" DEPTH

TO REMAIN

EXISTING STEEL RAIL

SLURRY

W/ 2 1/2" URETHANE CEMENT

TILE & 2" MORTAR BED

REPLACE 1/2" THICK QUARRY

1 "

1 " 2 2CEMENT SLURRY

NEW URETHANE

TILE W/ TOPCOAT OVER

OVER EXISTING QUARRY

RESINOUS FLOORING

ALIGN TOPCOAT OF

CEMENT SLURRY

NEW URETHANE

TILE W/ TOPCOAT OVER

OVER EXISTING QUARRY

RESINOUS FLOORING

ALIGN TOPCOAT OF

1 "

1 " 2 2

BASE AT HOUSING

NO TURNED UP

OF UNIT CONTROL BOARD

EXISTING METAL HOUSING

BED

TILE & 2" MORTAR

1/2" THICK QUARRY

OVER EXISTING

FLOORING SYSTEM

NEW 1/4" RESINOUS

CONCRETE SLAB

EXISTING STRUCTURAL

BED

TILE & 2" MORTAR

1/2" THICK QUARRY

OVER EXISTING

FLOORING SYSTEM

NEW 1/4" RESINOUS

FOR QUARRY TILE / MORTAR

SLURRY REPLACEMENT

2 1/2" URETHANE CEMENT

DAMAGED, PROVIDE

WHERE TILE / MORTAR ARE

CONCRETE SLAB

EXISTING STRUCTURAL

1 " 2

QUARRY TILE COVE BASE

FLOORING TO COVER

TURN UP RESINOUS

4"

RAILING TO REMAIN

EXISTING PIPE

6" 3"

1 "

1 " 2 2

MORTAR BED

QUARRY TILE /

OVER EXISTING

FLOORING SYSTEM

NEW RESINOUS

6"

FLOORING SYSTEM

COVER W/ NEW

TO REMAIN - DO NOT

EXPANSION JOINT

EXISTING ALUMINUM

PLATE TO REMAIN

EXISTING 3/4" STEEL

BARS TO REMAIN

EXISTING 2 1/2" X 1/4"

REMOVABLE HATCH

1 "

CURB TO THIS POINT

INSTALLED UP & OVER

NEW FLOORING TO BE

A .d g n

A

B C D

E F G H I

NUMBER

PLATE

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A C

O R

P S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

C H

K B

Y

D A

T E

R E

V

IE

W E

D B

Y

C H

IE

F

D E

S

IG

N G

E N E

N G

R S

E C

T

IO

N

D R

A W

IN

G C

O D

E

F

IL

E N

A M

E

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

J K -0

-2

F

E

R H

B

M E

C K

L E

N B

U R

G C

O U

N T

Y

V

IR

G

IN

IA

J O

H N H

K E

R R D

A M A

N D R

E S

E R

V O

IR

K E

R R P

O W

E R

H O

U S

E G

E N

E R

A T

O R R

O O

M F

L O

O R

IN

G

A

U G

COVER SHEET
GI01 INDEX OF DRAWINGS, LOCATION AND VICINITY MAPS
A101 GENERATOR UNITS 1 - 4 FLOOR PLAN - DEMOLITION
A102 GENERATOR UNITS 5 - 7 FLOOR PLAN - DEMOLITION
A201 GENERATOR UNITS 1 - 4 FLOOR PLAN - NEW CONSTRUCTION
A202 GENERATOR UNITS 5 - 7 FLOOR PLAN - NEW CONSTRUCTION
A501 DETAILS

File details come from the government source that posted it. Updated .