Phpt_Xfmr_Amend2_Plans.pdf

PDF 406 KB Posted May 4, 2011

Attached to: Philpott Powerhouse Transformer Installation, Roanoke River Basin, Smith River, Virginia.
Solicitation number: W912PM-11-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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File	Type	Posted
11-R-0001-0005.pdf	PDF	May 26, 2011
W912PM-11-R-0001 0004.pdf	PDF	May 20, 2011
W912PM-11-R-0001 0003.pdf	PDF	May 12, 2011
W912PM-11-R-0001 0002.pdf	PDF	May 4, 2011
W912PM-11-R-0001 0001.pdf	PDF	Apr 21, 2011
Philpott_Xfmr_Solicitation_Plans1.pdf	PDF	Apr 21, 2011
Specifications.pdf	PDF	Apr 21, 2011

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S O

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IDENTIFICATION

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R of Engineers

US Army Corps

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Wilmington District

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I n s t a l l a t i o n

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A c t i v e

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SHEET NAME: G-002BY USERNAME: G2hdcrlk (Robert Kain)DATE AND TIME PLOTTED: 5/4/2011 9:50:18 AM

G -0

-5 .1 -0

-P

H P -C .d g n

ANSI DDRAWING PLOT SIZE:

/4 /2

GENERAL

ELECTRICAL

STRUCTURAL

CADD FILE NAME

NO.

SHEET

TITLE

INDEX TO DRAWINGS

FILE NUMBER

GOVERNMENT REFERENCE DRAWINGS

S-502

S-501

S-203

S-202

S-201

S-102

S-101

PHP-5.1-5-0/7

PHP-5.1-5-0/6

PHP-5.1-5-0/5

PHP-5.1-5-0/4

PHP-5.1-5-0/3

PHP-5.1-5-0/2

PHP-5.1-5-0/1

S-02-5.1-502-PHP-C.dgn

S-02-5.1-501-PHP-C.dgn

S-02-5.1-203-PHP-C.dgn

S-02-5.1-202-PHP-C.dgn

S-02-5.1-201-PHP-C.dgn

S-02-5.1-102-PHP-C.dgn

S-02-5.1-101-PHP-C.dgn

REMOVABLE CURB LIFTING LUG AND CONNECTION DETAILS

NEW LINER CONNECTION DETAILS

SEISMIC ANCHORING

NEW SWITCH STRUCTURE PLATFORM

NEW ACCESS LADDER & WALKWAY

CONTAINMENT ARRANGEMENT

GENERAL ARRANGEMENT

G-401

G-002

G-001

PHP-5.1-0-0/3

PHP-5.1-0-0/2

PHP-5.1-0-0/1

G-00-401-PHP-C.dgn

G-00-002-PHP-C.dgn

G-00-001-PHP-C.dgn

TRANSFORMER LONG-TERM STORAGE LOCATION AND SITE TRANSPORTATION

INDEX OF DRAWINGS

PROJECT LOCATION AND VICINITY MAPS

PHP-5.1E-601

PHP-5.1E-502

PHP-5.1E-501

PHP-5.1E-101

41-A-6014

41-A-5094

PS810B-2

PE809B-0

PE807B-0

PE805B-2

PE804B-3

PE600B

PE510B-0

PE509B-0

PE505B-2

PE503B-0

PE502B-1

PE501B-2

PE200B-1

PC601B-1

PA403B-1

PA402B-1

GG204B-2

TRANSFORMER CONTROL AND SCHEMATIC DIAGRAM

TRANSFORMER DETACHABLE CONDUIT ENTRY BOX

TRANSFORMER MISC. DETAILS

TRANSFORMER LAYOUT AND LIMITING DIMENSIONS

PANEL 4, MAIN TRANSFORMER INDOORMETAL CLAD SWGR. BKR. TYPE 150-DH-250

DUPLEX STATION SWITCHBOARD - PANELING

TOWER AND SWITCH STRUCTURE

15KV CABLE AND RACEWAYS

CONDUIT AND GROUNDING, MAIN GROUNDING PLAN

CONDUIT AND GROUNDING, MAIN TRANSFORMER AREA AND MISCELLANEOUS DETAILS

CONDUIT AND GROUNDING, SECTIONS AND DETAILS

POWERHOUSE SWITCHBOARDS 13.8KV SWITCHGEAR

WIRING - ANNUNCIATOR SYSTEM TROUBLE POINT DIAGRAM

WIRING - ANNUNCIATOR AND TELEPHONE SYSTEMS - SCHEMATIC DIAGRAMS

WIRING - MAIN UNIT CONTROL SCHEMATIC DIAGRAM

WIRING - D.C. SCHEMATIC AND SINGLE LINE DIAGRAM

WIRING - STATION SERVICE 460 VAC, SINGLE LINE DIAGRAM

WIRING - MAIN SINGLE LINE DIAGRAM

EQUIPMENT - SWITCH STRUCTURE AND TOWER PLAN, ELEVATION, AND SECTION

YARD AREA - OUTLINE, SHEET 1

PLAN - EL. 836.0 AND EL. 837.25

PLAN - EL. 823.0

PROJECT LOCATION

E-702

E-701

E-606

E-605

E-604

E-603

E-602

E-601

E-504

E-503

E-502

E-501

E-104

E-103

E-102

E-101

E-001

PHP-5.1-6-9A70/2

PHP-5.1-6-9A70/1

PHP-5.1-6-9A20/3

PHP-5.1-6-9A51/1

PHP-5.1-6-9A20/2

PHP-5.1-6-9A20/1

PHP-5.1-6-9A21/2

PHP-5.1-6-9A21/1

PHP-5.1-6-0A1/1

PHP-5.1-6-0A40/1

PHP-5.1-6-0A31/1

PHP-5.1-6-0A0/4

PHP-5.1-6-0A4/2

PHP-5.1-6-0A4/1

PHP-5.1-6-0A0/3

PHP-5.1-6-0A0/2

PHP-5.1-6-0A0/1

E-06-5.1-702-PHP-C.dgn

E-06-5.1-701-PHP-C.dgn

E-06-5.1-606-PHP-C.dgn

E-06-5.1-605-PHP-C.dgn

E-06-5.1-604-PHP-C.dgn

E-06-5.1-603-PHP-C.dgn

E-06-5.1-602-PHP-C.dgn

E-06-5.1-601-PHP-C.dgn

E-06-5.1-504-PHP-C.dgn

E-06-5.1-503-PHP-C.dgn

E-06-5.1-502-PHP-C.dgn

E-06-5.1-501-PHP-C.dgn

E-06-5.1-104-PHP-C.dgn

E-06-5.1-103-PHP-C.dgn

E-06-5.1-102-PHP-C.dgn

E-06-5.1-101-PHP-C.dgn

E-06-5.1-001-PHP-C.dgn

CONDUIT AND CABLE SCHEDULE INSTALLATION

CONDUIT AND CABLE SCHEDULE REMOVAL

SWITCHYARD AUXILIARY POWER SCHEMATIC

CONDUIT ENTRY BOX TERMINAL ARRANGEMENT

NEW SWITCHYARD CONTROL SCHEMATICS

DISC. SW "C" 29C & GRD SW "X" 52ZX REMOVAL

ONE LINE DIAGRAM INSTALLATION

ONE LINE DIAGRAM REMOVAL

LOW VOLTAGE BUSHING BOX DETAILS

GOVERNMENT FURNISHED PANEL INSTALL DETAIL

ANNUNCIATION MODIFICATIONS DETAILS

125 VDC SYSTEM MODIFICATIONS DETAILS

CONTROL ROOM LAYOUT

STATION BOARDS PLAN AND ELEVATIONS

EQUIPMENT INSTALLATION PLAN AND ELEVATIONS

EQUIPMENT REMOVAL PLAN AND ELEVATIONS

ELECTRICAL LEGEND SHEET

B R

M A

H A

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H D

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G-002

E X O

F D

R A

G S

S .M

A N

E S

P H P .1

B R

A N

U W

M A

E M

O V

A B

G U

A R

D R

Y O

ELEVATION

NOTES:

ISOMETRIC

TRANSFORMER VAULT

PLAN

S O

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N N

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D B

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N E

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S U

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D B

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A T

C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R fi

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

C O

N T

R A

C T N

U M

B E

U S

A R

M Y C

O R

P S O

F E

N G

E E

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W x x x x x -0

-x -0 x x

P O

W E

R H

O U

S E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

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L A

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O N

U .S

A R

M Y C

O R

P S O

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C E

N W

P -H

D C

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P O

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P L

P R

C O

R P

S O

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N O

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Wilmington District

R O

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SHEET NAME: S-101BY USERNAME: G2hdcrlk (Robert Kain)DATE AND TIME PLOTTED: 5/4/2011 9:38:27 AM

S -0

-5 .1 -1

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ANSI DDRAWING PLOT SIZE:

/4 /2

B R

M A

H A

A C

S-101

H D

C K

R I

H D

C R

R D

G E

N E

R A

L A

R R

A N

G E

M E

N T

12"0 5’ 10’

"= 1’-0"16

3SCALE:

NOT TO SCALE

NEW REMOVABLE CURB

FOR DETAILS

SEE SHEET S-201

NEW WALKWAY

NEW REMOVABLE CURB

A N

D R

E H

L E

C K

P H P .1

S-101

A 3/16"=1’-0"

SECTION

S-101

CATCH BASIN NO. 2

SEE SHEET S-202 FOR DETAILS

NEW SWITCHSTRUCTURE PLATFORM

SEE SHEET S-201 FOR DETAILS

NEW ACCESS LADDER WITH CAGE

FOR DETAILS

SEE SHEET S-502

NEW REMOVABLE CURB

NEW WALKWAY

NEW SWITCH STRUCTURE PLATFORM

NEW ACCESS LADDER WITH CAGE NEW WALKWAY

NEW SWITCH STRUCTURE PLATFORM

PIPE DRAINS

3" B.S.

EXISTING DRAIN

(4’-0")

(23’-6")

(30’-0")

(20’-6")

NEW LADDER, SEE NOTE 2

EXISTING STRUCTURE

NEW LADDERS, SEE NOTE 2

EL. 856.50

EL. 840.00

EL. 876.00

STAIR ACCESS, SEE NOTE 3

STAIRS.

PER SECTION 05 05 50 PARAGRAPH 2.1.12 ACESS

3. CONTRACTOR TO SUBMIT AND PROVIDE ACCESS STAIRS

LADDER NOT TO EXTEND PAST PLATFORM.

PROTECTION ALONG LENGTH OF ENTIRE LADDER.

2. NON-CAGED LADDER WITH CONTINUOUS FALL

FOR CLARITY.

1. SOME COMPONENTS AND FEATURES ARE OMITTED

R E

M O

V A

A R

D R

Y O

U T

4" CORE DRILL

NEW SWITCH STRUCTURE PLATFORM

NOTES:

SWITCH STRUCTURE PLATFORM

PLAN

ISOMETRIC

ELEVATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

C O

N T

R A

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U M

B E

U S

A R

M Y C

O R

P S O

F E

N G

E E

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W x x x x x -0

-x -0 x x

P O

W E

R H

O U

S E

H Y

D R

O E

L E

C T

E S

N C

E N

T E

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C E

N W

P -H

D C

P H

P O

T T R

E S

E R

V O

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P L

P R

C O

R P

S O

F E

N G

E E

R S

G T

O N

N O

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O L

Wilmington District

R O

A N

O K

E R

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H R

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T R

A N

S F

O R

M E

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T A

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S I D

F U

L L

C A

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D E S

P r o j e c t s

P h i l p o t t

C E

S A

T r a n s f o r m e r

I n s t a l l a t i

D e s i g n

P h a s e

D r a w i n g s

A c t i n t r a a w i n g s

P H

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SHEET NAME: S-202BY USERNAME: G2hdcrlk (Robert Kain)DATE AND TIME PLOTTED: 5/4/2011 9:45:41 AM

S -0

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ANSI DDRAWING PLOT SIZE:

/4 /2

11�" TYP.

WITH 3" CHANNEL, 7’ LONG, TYP.

GRIP STRUT 5-DIAMOND PLANK GRATING

12 GAUGE GALVANIZED STEEL

SLEEVE, TYP. SEE NOTE 4.

GALVANIZED STEEL POST

2" INSIDE DIAMETER

2’-11�" TYP. 6’-10�" TYP. 1’-5�" TYP.

SEE NOTE 5

FALL ARREST. TYP.

5,000 # ANCHOR FOR

SEE NOTE 1, TYP.

NON-CAGED LADDER.

1’-9"

3’-6"

6’-1�" TYP. 5�" TYP.

TOP & BOTTOM

TYP. STAGGER

1-24�

SEE NOTE 6.

EXCEPT WHERE SPECIFIED.

TYP. AROUND ALL PLATFORM

TOE BOARD, 3�" TALL

PIPE, TYP.

GALVANIZED STEEL

1�" DIA SCHEDULE 80

7’-0"

NO TOE BOARD HERE

24’-5�"

TYP.

2’-5�"2 PLCS. SEE NOTE 7

IN WIRE ROPE, TYP.

LADDER ACCESS POINT

4’-10�" TYP.

B R

M A

H A

A C

S-202

H D

C K

R I

H D

C R

R D

A N

D R

E H

L E

C K

P H P .1

N E

W S

C H S

T R

U C

T U

R E P

L A

T F

O R

NOT TO SCALE

"= 1’-0"4

3SCALE:

12" 6" 0 1’ 2’

CABLE, TYP. SEE NOTE 3.

�" GALVANIZED STEEL

� 1�

CONNECTION

TYP. SUPPORT

> STRUCTURE

COMPLY WITH THE EM 385-1-1.

3. MAX DEFLECTION SHALL BE 3". STEEL CABLE SHALL

2. CONTRACTOR TO FIELD VERIFY DIMENSIONS.

PERSONNEL ACCESS ONTO PLATFORM.

SYSTEM THAT EXTENDS 3’-6" ABOVE PLATFORM FOR

PAST PLATFORM. CONTRACTOR TO PROVIDE A RATCHETING

ALONG LENGTH OF ENTIRE LADDER. LADDER NOT TO EXTEND

1. NON-CAGED LADDER WITH CONTINUOUS FALL PROTECTION

LADDER ACCESS POINTS.

OPEN THE WIRE ROPE AND ENTER/EXIT THE PLATFORM AT

7. SAFETY CLIPS SHALL BE USED TO ALLOW PERSONNEL TO

6. TOE BOARDS SHALL BE REMOVABLE FROM POSTS.

FRAME.

5. FALL ARREST ANCHORS SHALL BE WELDED TO SWITCH TOWER

AND MEET EM 385-1-1 REQUIREMENTS.

4. POST SLEEVES SHALL BE PER MANUFACTURER RECOMMENDATION

NO TOE BOARD HERE

SEE PLAN VIEW

NO TOE BOARD HERE

R E

M O

V A

A R

D R

Y O

Amended Drawings for Solicitation W912PM-11-R-0001 Amendment 2

G-002 INDEX OF DRAWINGS

S-101 GENERAL ARRANGEMENT

S-202 NEW SWITCH STRUCTURE PLATFORM

File details come from the government source that posted it. Updated Nov 14, 2017.