Adv_Plans_Phpt_Swgr_Reloc_n_Gov_and_AVR_Upg.pdf

PDF 29 MB Posted Dec 4, 2014

Attached to: Alteration, modernization, and upgrade switchgears, a transformer, governor controls and automatic voltage regulators (AVRs) with the construction of a new building at Philpott Lake Powerhouse in Bassett, VA.
Solicitation number: W912PM15R0001
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Other files

File	Type	Posted
W912PM-15-R-0001-0009.pdf	PDF	Jan 30, 2015
E-601.pdf	PDF	Jan 28, 2015
W912PM-15-R-0001-0008.pdf	PDF	Jan 28, 2015
W912PM-15-R-0001-0007.pdf	PDF	Jan 23, 2015
W912PM-15-R-0001-0006_Conformed.pdf	PDF	Jan 22, 2015
W912PM-15-R-0001-0006.pdf	PDF	Jan 22, 2015
W912PM-15-R-0001-0005_conformed.pdf	PDF	Jan 16, 2015
W912PM-15-R-0001-0005.pdf	PDF	Jan 16, 2015
Philpott_Amd5_Plans.pdf	PDF	Jan 16, 2015
W912PM-15-R-0001-0004_conformed_copy.pdf	PDF	Jan 9, 2015
W912PM-15-R-0001-0004.pdf	PDF	Jan 9, 2015
Additional_Philpott_Ref_Drawings_1.zip	ZIP file	Jan 9, 2015
Sheet_No._C-105_Site_Paving_Plan.pdf	PDF	Jan 9, 2015
W912PM-15-R-0001-0003.pdf	PDF	Dec 23, 2014
W912PM-15-R-0001-0003_conformed_copy.pdf	PDF	Dec 23, 2014
SiteVisitRoster.pdf	PDF	Dec 17, 2014
W912PM-15-R-0001-0002.pdf	PDF	Dec 11, 2014
W912PM-15-R-0001-0002_conformed_copy.pdf	PDF	Dec 11, 2014
W912PM-15-R-0001-0001.pdf	PDF	Dec 4, 2014
Adv_Philpott_Reference_Drawings.pdf	PDF	Dec 4, 2014
15-R-0001Philpott_Adv_Specs.pdf	PDF	Dec 4, 2014

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P h il p o tt P o w e r h o u s e

R o a n o k e R iv e r B a s in

V ir g in ia

R F P N o

W P

M -1

-R -0

RFP No. W912PM-15-R-0001

Automatic Voltage Regulator Upgrade

Governor Upgrade and

Switchgear Relocation

Smith River, Virginia

Philpott Reservoir Project

FILE NUMBER CADD FILE NAME TITLE

INDEX TO DRAWINGS

GENERAL

NO.

SHEET

GOVERNMENT REFERENCE DRAWINGS

TITLE

CIVIL

STRUCTURAL

ARCHITECTURAL

PA411B

PA809B-0

PE501B

PE503B

POWERHOUSE UPSTREAM SECTIONAL ELEVATION

TRANSVERSE SECTION THROUGH MAIN UNIT

TRANSVERSE SECTION THROUGH SECONDARY UNIT

LONGITUDINAL SECTION THRU GENERATOR ROOM

15 kV CABLE AND RACEWAYS

WIRING - MAIN SINGLE LINE DIAGRAM

WIRING - STATION SERVICE 460 VAC, SINGLE LINE DIAGRAM

WIRING - DC SCHEMATIC & DC SINGLE LINE DIAGRAM

WIRING-MAIN UNIT CONTROL SCHEMATIC DIAGRAM

IDENTIFICATION

SHEET

POWERHOUSE PLAN - EL. 836.0 AND 837.25

PLAN - EL. 823.0

POWERHOUSE PLAN - EL. 814.0

INTER-CONNECTION DIAGRAM

VOLTAGE REGULATOR (OUTLINE)

ELEMANTARY DIAGRAM

VOLTAGE REGULATOR

WORK AREAS

PROJECT LOCATION

EQUIPMENT INSTALL EL. 823.0 PLAN VIEW

INTERCONNECTION WIRING, ANNUNCIATORS & RELAY CABINETS

ANNUNCIATOR RELAY CONTROL PANEL WIRING

GOVERNOR & PUMP ARRANGEMENT, MAIN UNITS

GOVERNOR & PUMP ARRANGEMENT, SECONDARY UNIT

WIRING DIAGRAM, MAIN UNITS NO. 1 & NO. 2

ASSEMBLY, HYDRAULIC TURBINE-DRIVEN GENERATOR

GATE RING & CONN. ROD ASSEMBLY

GATE RING & CONN. ROD

ASSEMBLY SECTION 56�

UNIT 1N & 1R, GEN. 1 NEUTRAL ACB

UNIT 2N & 2R, GEN. 2 NEUTRAL ACB

UNITS 2N & 2R, GEN. 2 NEUTRAL ACB INDOOR METAL CLAD SWGR

UNIT 8, GENERATOR 1

UNIT 7, GENERATOR 1

UNIT 7, GENERATOR 1, AUX. INDOOR METAL CLAD SWGR

PANEL 6, GENERATOR 2

UNIT 5, GENERATOR 2, AUX.

PANEL 4, MAIN TRANSFORMER

UNITS 2N & 2R, GEN. 2 NEUTRAL ACB INDOOR METAL CLAD SWGR

UNIT 3, FUTURE LINES

PANEL 2, SECONDARY GENERATOR

UNIT 1 STATION TRANSFORMER

DUPLEX STATION SWITCHBOARD PANEL NO. 5R - WIRING DIAGRAM

DUPLEX STATION SWITCHBOARD PANEL NO. 4R - WIRING DIAGRAM

DUPLEX STATION SWITCHBOARD PANEL NO. 3R - WIRING DIAGRAM

DUPLEX STATION SWITCHBOARD PANEL NO. 2R - WIRING DIAGRAM

DUPLEX STATION SWITCHBOARD PANEL NO. 1R - WIRING DIAGRAM

DUPLEX STATION SWITCHBOARD PANEL NO. 4F - WIRING DIAGRAM

DUPLEX STATION SWITCHBOARD, PANEL NO. 3F, CONNECTION DIAGRAM

DUPLEX STATION SWITCHBOARD PANEL NO. 2F - WIRING DIAGRAM

DUPLEX STATION SWITCHBOARD PANEL NO. 1F - WIRING DIAGRAM

SCHEMATIC DIAGRAM & ONE LINE DIAGRAM OF STATION BOARD

TYPICAL WIRING AI POINTS PHILPOTT - GEN RTU

TYPICAL RELAY WIRING PHILPOTT - GEN RTU

DIGITAL METER CONNECTIONS (TYPICAL)

DO TERMINATION BLOCK WIRING PHILPOTT - GEN

AI TERMINATION BLOCK WIRING PHILPOTT - GEN

RTU I/O POWER DISTRIBUTION

RTU 19 POWER DISTRIBUTION PHILPOTT - GEN

GROUND BUS ASSEMBLY PHILPOTT - GEN

RTU 19 RELAY PANEL LAYOUT PHILPOTT - GEN

RTU 19 PANEL LAYOUT PHILPOTT - GEN

RTU 19 CABINET ASSEMBLY PHILPOTT - GEN

TERMINATION BLOCK WIRING PHILPOTT

PHILPOTT RTU 17 POWER DISTRIBUTION

GROUND BUS ASSEMBLY PHILPOTT

I/O TERMINATION PANELS - PHILPOTT RTU 17

RTU 17 PANEL PHILPOTT

RTU 17 CABINET ASSEMBLY PHILPOTT

KERR PHILPOTT UPGRADE SYSTEM BLOCK DIAGRAM

PRESURE TANK FOR MAIN UNIT NO. 1

PUMP BASE FOR MAIN UNIT NO. 2

AUTOMATIC CONTROL PANEL, WIRING DIAGRAM - FRONT PANEL

AUTOMATIC CONTROL PANEL, WIRING DIAGRAM - REAR PANEL

PRESSURE TANK OIL LEVEL GAUGE ASSEMBLY

ASSEMBLY DRAWING OF FLOAT VALVE

PHILPOTT SHT.5 SIMS FOCUS 200 TRUNK

PHILPOTT SHT.4 SIMS FOCUS 200 TRUNK

PHILPOTT SHT.3 SIMS FOCUS 200 TRUNK

PHILPOTT SHT.2 SIMS FOCUS 200 TRUNK

PHILPOTT SHT.1 SIMS FOCUS 200 TRUNK

PA403B-1

PA402B-1

PA401B

P-9159365

M-8654697

KK-6576634

K-8688602

GG226B

GG204B

E-06-1.02-102-PHP-C

D-408

D-400AE

982296D SH. 5

982296 SH. 4

970673F SH. 1

970673D SH. 3

970673D SH. 2

528E706

46308

46300 PART 2

46300

41-A-6017B

41-A-6017A

41-A-6017

41-A-6016B

41-A-6016A

41-A-6016

41-A-6015

41-A-6014B

41-A-6014

41-A-6013B

41-A-6013A

41-A-6012

41-A-5095 PART 2

41-A-5095

41-A-5094

41-A-5093

41-A-5092

41-A-5090

41-A-5089

41-A-5088

41-A-5087

41-A-5086

30270-243

30270-242

30270-238

30270-237

30270-236

30270-235

30270-234

30270-233

30270-232

30270-231

30270-230

30270-225

30270-224

30270-223

30270-222

30270-221

30270-220

30270-100

195192B

194416

176312

176311

161116C

161103-D-S

14656

PA407B-0

PA409B-0

PA410B-0

PE502B-1

PE505B-0

EXISTING SITE CONDITIONS SURVEY

WORK AREA - POWERHOUSE

INDEX OF DRAWINGS SHEET 2 0F 2 & PROJECT LOCATION AND VICINITY MAPS

INDEX OF DRAWINGS SHEET 1 0F 2

V-001

G-101

G-002

G-001

PHP-1.02-0-0/4

PHP-1.02-0-0/3

PHP-1.02-0-0/2

G-00-1.02-101-PHP-C.dgn

G-00-1.02-003-PHP-C.dgn

G-00-1.02-002-PHP-C.dgn

P H

P -X .X

X X -0 -0 /2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G T

O N

N C

G T

O N D

T R

E V

E N R

E S P .E

A N

S I

G -0

-1 .0

-0

-P

H P -C .d g n

H D

C E

B O

U W

M A

H D

C M

E X O

F D

R A

G-001

E R

N O

R A

N D A .V .R

U P

G R

A D

S W

C H

G E

A R R

E L

O C

A T

S M

H R

E R V

P O

T T R

E S

E R

V O

R O J E

C T

S H

E E

T O

WILMINGTON DISTRICT

E-001

ED101

ED102

ED401

ED402

ED601

ED602

ED603

ED604

ED605

ED606

ED607

ED608

ED609

ED701

ED702

E-101

E-102

E-103

E-401

E-402

E-403

E-404

E-601

E-602

E-603

E-604

E-605

E-606

E-607

E-608

E-609

E-610

E-611

E-612

E-613

E-614

E-615

E-616

E-617

E-701

PHP-1.02-6-0A0/1

PHP-1.02-6-0A0/2

PHP-1.02-6-0A0/3

PHP-1.02-6-0A4/1

PHP-1.02-6-0A4/2

PHP-1.02-6-1A21/1

PHP-1.02-6-1A21/2

PHP-1.02-6-4A21/1

PHP-1.02-6-9D24/1

PHP-1.02-6-9D24/2

PHP-1.02-6-9E24/1

PHP-1.02-6-9E24/2

PHP-1.02-6-9E24/3

PHP-1.02-6-9A24/1

PHP-1.02-6-9A70/1

PHP-1.02-6-9A70/2

PHP-1.02-6-0A0/5

PHP-1.02-6-0A0/6

PHP-1.02-6-0A0/7

PHP-1.02-6-0A1/1

PHP-1.02-6-0A1/2

PHP-1.02-6-0A1/3

PHP-1.02-6-0A1/4

PHP-1.02-6-1A21/3

PHP-1.02-6-1A21/4

PHP-1.02-6-4A21/2

PHP-1.02-6-9D24/3

PHP-1.02-6-9D24/4

PHP-1.02-6-9E24/4

PHP-1.02-6-9E24/5

PHP-1.02-6-9A24/2

PHP-1.02-6-1D21/1

PHP-1.02-6-1D21/2

PHP-1.02-6-1A4/1

PHP-1.02-6-9D24/1

PHP-1.02-6-9A26/1

PHP-1.02-6-1D4/1

PHP-1.02-6-9D24/5

PHP-1.02-6-9D24/6

PHP-1.02-6-9A70/3

E-06-1.02-001-PHP-C.dgn

ED-06-1.02-101-PHP-C.dgn

ED-06-1.02-102-PHP-C.dgn

ED-06-1.02-401-PHP-C.dgn

ED-06-1.02-402-PHP-C.dgn

ED-06-1.02-601-PHP-C.dgn

ED-06-1.02-602-PHP-C.dgn

ED-06-1.02-603-PHP-C.dgn

ED-06-1.02-604-PHP-C.dgn

ED-06-1.02-605-PHP-C.dgn

ED-06-1.02-606-PHP-C.dgn

ED-06-1.02-607-PHP-C.dgn

ED-06-1.02-608-PHP-C.dgn

ED-06-1.02-609-PHP-C.dgn

ED-06-1.02-701-PHP-C.dgn

ED-06-1.02-702-PHP-C.dgn

E-06-1.02-101-PHP-C.dgn

E-06-1.02-102-PHP-C.dgn

E-06-1.02-103-PHP-C.dgn

E-06-1.02-401-PHP-C.dgn

E-06-1.02-402-PHP-C.dgn

E-06-1.02-403-PHP-C.dgn

E-06-1.02-404-PHP-C.dgn

E-06-1.02-601-PHP-C.dgn

E-06-1.02-602-PHP-C.dgn

E-06-1.02-603-PHP-C.dgn

E-06-1.02-604-PHP-C.dgn

E-06-1.02-605-PHP-C.dgn

E-06-1.02-606-PHP-C.dgn

E-06-1.02-607-PHP-C.dgn

E-06-1.02-608-PHP-C.dgn

E-06-1.02-609-PHP-C.dgn

E-06-1.02-610-PHP-C.dgn

E-06-1.02-611-PHP-C.dgn

E-06-1.02-612-PHP-C.dgn

E-06-1.02-613-PHP-C.dgn

E-06-1.02-614-PHP-C.dgn

E-06-1.02-615-PHP-C.dgn

E-06-1.02-616-PHP-C.dgn

E-06-1.02-617-PHP-C.dgn

E-06-1.02-701-PHP-C.dgn

ELECTRICAL LEGEND SHEET

EQUIPMENT REMOVAL EL. 823.0 PLAN VIEW

EQUIPMENT REMOVAL ELEVATION VIEW

CONTROL BOARD 13.8KV. SWITCHGEAR REMOVAL

480V SWITCHGEAR REMOVAL

ONE LINE DIAGRAM REMOVAL

480V SWITCHGEAR ONE LINE DIAGRAM REMOVAL

125 VDC SYSTEM REMOVAL DETAILS

SECONDARY GENERATOR SCHEMATICS REMOVAL SHEET 1 OF 2

SECONDARY GENERATOR SCHEMATICS REMOVAL SHEET 2 0F 2

MAIN GENERATOR SCHEMATICS REMOVAL SHEET 1 OF 3

MAIN GENERATOR SCHEMATICS REMOVAL SHEET 2 OF 3

MAIN GENERATOR SCHEMATICS REMOVAL SHEET 3 OF 3

BREAKERS AND LOAD CONTROLLERS SCHEMATICS REMOVAL

CONDUIT AND CABLE SCHEDULE REMOVAL SHEET 1 OF 2

CONDUIT AND CABLE SCHEDULE REMOVAL SHEET 2 OF 2

EQUIPMENT INSTALL EL. 823.0 PLAN VIEW

POWERHOUSE EQUIPMENT INSTALL ELEVATION VIEW

TRAY ROUTING TRAY ROUTING PLAN VIEW

TRAY ROUTING TRAY ROUTING ELEVATION VIEW

AVR REPLACEMENT CONDUIT LAYOUT

SWITCHGEAR BUILDING CONDUITS AND TRENCH DETAILS

ONE LINE DIAGRAM INSTALL

480V SWITCHGEAR ONE LINE DIAGRAM INSTALL

125 VDC SYSTEM MODIFICATIONS DETAILS INSTALL

SECONDARY GENERATOR OPERATING SCHEMATICS INSTALL SHEET 1 OF 2

SECONDARY GENERATOR SCHEMATICS INSTALL SHEET 2 OF 2

MAIN GENERATOR SCHEMATICS INSTALL SHEET 1 OF 3

MAIN GENERATOR SCHEMATICS INSTALL SHEET 2 OF 3

MAIN GENERATOR SCHEMATICS INSTALL SHEET 3 OF 3

BREAKERS AND LOAD CONTROLLERS SCHEMATICS INSTALL

480V CQ1, CQ2, CQ3 PANEL SCHEDULES INSTALL

480V CQ4, CQ5 PANEL SCHEDULES INSTALL

15KV SWITCHGEAR ONE LINE LAYOUT, NAMEPLATE AND LOCAL/REMOTE PANEL INSTALL

BREAKER 52-M, 52-E AND SQ1 TRANSFER CONTROLS INSTALL

BUS DIFFERENTIAL PROTECTION INSTALL

480V SUBSTATION LAYOUT & NAME PLATE INSTALLATION

CONTROL BOARD AND 52S(F) BREAKER CONTROL INSTALL

AVR REPLACEMENT EXCITATION SYSTEM EXTERNAL CONNECTIONS

CONDUIT AND CABLE SCHEDULE INSTALL SHEET 1 OF 3

DEMOLITION PLAN

FENCE GATE DETAILS

FENCE DETAILS

SEDIMENT AND EROSION CONTROL DETAILS

CIVIL DETAILS

BUILDING FOUNDATION DETAILS

RETAINING WALL PLAN AND PROFILE

RETAINING WALL CROSS SECTION AND DETAILS

BUILDING PLAN AND ELEVATIONS

LIGHTING & POWER PLAN

SCHEDULES, RISERS & DETAILS

MECHANICAL PLAN

Approval Recommended: *

Approved: *

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,

ELECTRICAL

A-101

A-102

A-103

A-104

S-301

S-201

S-501

BUILDING SITE PLAN

C-101

EROSION & SEDIMENT CONTROL PLANC-102

C-103

C-501

C-502

C-503

C-504

07-OCT-2014

M-03-1.02-901-PHP-C.dgn

M-03-1.02-201-PHP-C.dgn

M-03-1.02-103-PHP-C.dgn

M-03-1.02-102-PHP-C.dgn

M-03-1.02-101-PHP-C.dgn

GATE SHAFT GOVERNOR MECHANICAL UPGRADE PHOTOS

GOVERNOR & PUMP SECTIONS AND DETAILS

SELF LUBRICATED BUSHING MODIFICATIONS

GATE RING AND CONNECTING ROD SELF LUBRICATED BUSHING MODIFICATIONS

GOVERNOR & PUMP ARRANGEMENT

M-901

M-201

M-103

M-102

M-101

PHP-1.02-3-10/5

PHP-1.02-3-10/4

PHP-1.02-3-10/3

PHP-1.02-3-10/2

PHP-1.02-3-10/1

E-702

E-703

PHP-1.02-6-9A70/4

PHP-1.02-6-9A70/5

E-06-1.02-702-PHP-C.dgn

E-06-1.02-703-PHP-C.dgn

CONDUIT AND CABLE SCHEDULE INSTALL SHEET 2 OF 3

CONDUIT AND CABLE SCHEDULE INSTALL SHEET 3 OF 3

MECHANICAL

ELECTRICAL DUCT BANK AND CONDUIT DETAILS

SITE UTILITY PLANC-104

C-505

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

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps fi

P L

O T D

A T

54321

IDENTIFICATION

SHEET

$SHEETN$SHEET NAME:$USER$BY USERNAME:$TIME$$$DATE$$$$DATE AND TIME PLOTTED:

D A

T E

DRAWING PLOT SIZE: $BORDER$

PE505C

PE505D

PE506C

PE506D

PE506E

PE507B

PE510B

PE511B

PE520B

PE520B-7

PE525B

PE600B

PE805B

PE807B

PH-LS-D19794 SH. 1

PH-LS-D19794 SH. 2

PH-LS-D19794 SH. 3

PH-LS-D19794 SH. 4

PH-LS-D19794 SH. 5

PH-LS-D19794 SH. 6

PH-LS-D19796 SH. 1

PH-LS-D19796 SH. 2

PH-LS-D19796 SH. 3

PH-LS-D19796 SH. 4

PH-LS-D19796 SH. 5

PH-LS-D19796 SH. 6

PH-LS-D19796 SH. 7

PH-LS-D19796 SH. 8

PH-LS-D19797 SH. 1

PH-LS-D19797 SH. 2

PH-LS-D19797 SH. 3

PH-LS-D19798 SH. 1

PH-LS-D19798 SH. 2

PH-LS-D19800

PPCAD101 (PE505C)

PPCAD102

PPCAD103 (PE505D)

PPCAD105

T-6354654

T-9795124

T-9910517

MAIN GENERATOR OPERATING SCHEMATICS

SECONDARY GENERATOR LOAD CONTROLLER

SECONDARY GENERATOR OPERATING SCHEMATICS

STATION A.C.B.’S AND AUXILIARY SCHEMATICS

MAIN GENERATOR LOAD CONTROLLER

WIRING - STATION SERVICE AUXILIARIES SCHEMATIC DIAGRAMS - SHEET 1

WIRING - STATION SERVICE AUXILIARIES SCHEMATIC DIAGRAMS - SHEET 2

WIRING - ANNUNCIATOR SYSTEM TROUBLE POINT DIAGRAM

WIRING - DEVICE SCHEDULE

WIRING - THREE LINE DIAGRAM MAIN UNITS

WIRING - THREE LINE DIAGRAM, MAIN UNITS

WIRING - THREE LINE DIAGRAM SECONDARY UNIT

AUTOMATIC OPERATION SCHEMATICS

SWITCHBOARDS 13.8 kV SWITCHGEAR

SWITCHBOARDS NAME PLATE ENGRAVING

SWITCHBOARDS STATION BOARD

SWITCHBOARDS 460 VAC SWITCHGEAR

CONDUIT AND GROUNDING, PLAN - EL. 823.0

CONDUIT AND GROUNDING, SECTIONS AND DETAILS

CONDUIT AND GROUNDING, MAIN TRANSFORMER AREA AND MISCELLANEOUS DETAILS

CONDUIT AND GROUNDING MAIN GROUNDING PLAN

CONDUIT AND GROUNDING, GROUNDING DETAILS

15KV CABLE AND RACEWAYS

SEC. GEN. GOVERNOR CONTROLLER ELEMENTARY DIAGRAM

SEC. GEN. GOVERNOR CONTROLLER INTERNAL WIRING DIAGRAM

SEC. GEN. GOVERNOR CONTROLLER EXTERNAL CONNECTION DIAGRAM

SEC. GEN. GOVERNOR CONTROLLER GCC ASSEMBLY

SEC. GEN. GOVERNOR CONTROLLER HYDRAULIC SCHEMATIC DIAGRAM

COMPRESSED AIR SYSTEM - SHEET 1

MAIN GENERATOR OPERATING SCHEMATICS

SECONDARY GENERATOR OPERATING SCHEMATICS

STATION A.C.B.’S AND AUXILIARY SCHEMATICS

SECONDARY GENERATOR LOAD CONTROLLER

13.8 kV SWITCHBOARD AND 460 V SWITCHGEAR - CHANNEL BASE DETAILS

EXCITATION CUBICLE, CONNECTION DIAGRAM

MAIN & NEUTRAL LEAD ARRANGEMENT

EXCITATION CUBICLES

GOVERNMENT REFERENCE DRAWINGS

TITLE

2FDX030U SH. A AEP FOUNDATION DETAILS

PE508B-1

PE521B-6

PE601B-0

PE602B-0

PE701B-3

PE801B-5

PE804B-3

PE808B-0

PE809B-0

PP401B-0

PS811B-0

IDENTIFICATION

SHEET

P H

P -X .X

X X -0 -0 /2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

D R

O E

L E

C T

E S

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G T

O N

N C

G T

O N D

T R

WILMINGTON DISTRICT

E V

E N R

E S P .E

A N

S I

G -0

-1 .0

-0

-P

H P -C .d g n

H D

C E

B O

U W

M A

H D

C M

E X O

F D

R A

G-002

E R

N O

R A

N D A .V .R

U P

G R

A D

S W

C H

G E

A R R

E L

O C

A T

S M

H R

E R V

P O

T T R

E S

E R

V O

R O J E

C T

S H

E E

T O

A T

N N

E N

A M

D W

N B

C K

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US Army Corps fi

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54321

$SHEETN$SHEET NAME:$USER$BY USERNAME:$TIME$$$DATE$$$$DATE AND TIME PLOTTED:

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WILMINGTON DISTRICT

S T

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54321

G-001SHEET NAME:G2hdcrlk Robert KainBY USERNAME:1:06:13 PM4/4/2014DATE AND TIME PLOTTED:

/4 /2

DRAWING PLOT SIZE: ANSI D

20 0 20 40 60

SCALE: 1" = 20’

C O

N D

N S

U R

V E

Y E

V-001

E F

B C D

E F G H

M E

D A T E

R E

D R

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IDENTIFICATION

SHEET

V A S

O U

T H Z

O N

E N

A D

AREA

RIP-RAP

E L

E V

R A I

E L

E V

R A I

T R

A N

S F

O R

M E

870871

875876877878

882883

8’ CHAIN LINK FENCE8

904905

FLOW

SMITH RIVER

NOTES:

1. SURVEY PERFORMED BY:

JOYNER KEENY, PLLC

ROCKY MOUNT, NORTH CAROLINA 27804

2. HORIZONTAL CONTROL

INFORMATION PROVIDED BY CORPS OF ENGINEERS - WILMINGTON

DISTRICT FROM PLANS PREPARED BY SEPI ENGINEERING GROUP OF

RALEIGH, NC DATED 5/01/2008 REVISED 7/19/2011 ENTITLED

"PREPARED FOR TETRA TEC" FOR PROPOSED SEWER IMPROVEMENTS.

COORDINATES ARE NAD83(2007) VIRGINIA STATE GRID COORDINATES

SOUTH ZONE IN U.S. SURVEY FEET.

3. VERTICAL CONTROL

INFORMATION PROVIDED BY CORPS OF ENGINEERS - WILMINGTON

DISTRICT FROM PLANS PREPARED BY SEPI ENGINEERING GROUP OF

RALEIGH, NC DATED 5/01/2008 REVISED 7/19/2011 ENTITLED

"PREPARED FOR TETRA TEC" FOR PROPOSED SEWER IMPROVEMENTS.

ELEVATIONS ARE NAVD1988 DATUM PER OPUS OBSERVATIONS IN

U.S. SURVEY FEET.

4. THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD

SURVEYS OF ABOVE GROUND FEATURES ONLY. THE SURVEYOR DOES

NOT GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS UTILITIES,

TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER IN SERVICE OR

ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE

UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED

IF MARKED BY OTHERS. NO EXCAVATIONS WERE MADE DURING THIS

SURVEY TO LOCATE ANY BURIED UTILITIES OR STRUCTURES.

NOTES:

5. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:

A. 100-YEAR FLOOD LIMITS; B. WETLANDS; C. UNDERGROUND STORAGE FACILITIES;

D. GRAVES, CEMETERIES, OR BURIAL GROUNDS

6. DATE OF FIELD SURVEY: 23AUG2011 THRU 25AUG2011

7. INFORMATION TO GRAPHICALLY SHOW THE UNDERGROUND "WATER TREATMENT ROOM"

WAS OBTAINED FROM PLANS PROVIDED BY THE PHILPOTT DAM POWERHOUSE OPERATOR.

PLANS ARE ENTITLED "PHILPOTT RESERVOIR PROJECT - POWERHOUSE - PLAN -

EL 823.0 DATED JULY 1951 SHEET 9; FILE PA402B-0" AND " PHILPOTT RESERVOIR

PROJECT - POWERHOUSE - PLAN - EL 836.0 AND EL 837.25 DATED JULY 1951

SHEET 10; FILE PA403B-0"

I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT

AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;

THAT THE FIELD SURVEY WAS COMPLETED ON 25AUG2011.

STEPHEN R. WOLFE, VA PLS #1785 DATE

WALL

8’ CHAIN LINK FENCE

G A

T E

A I

N C

24" RCP

R C P

WALL

W A

L L

W A

L L

STEPS

24" RCP OUT=826.07

15" RCP IN=826.12

8" PVC IN=826.66

24" RCP IN=282.17

8" PVC IN=828.92

TOP=834.67

STORM MH

INV.=825.30

8’ CHAIN LINK FENCE

INV.=830.21

TOP=834.51

CATCH BASIN

INV.=827.27

TOP=832.09

DROP INLET

INV.=832.04

DIRECTION ONLY

END NOT FOUND

8" PLA. PIPE

INV.=831.12

TOP=834.50

CATCH BASIN

8’ CHAIN LINK FENCE

INV.=830.21

TOP=835.02

SAN. MH

8" RCP

METER

ELEC

BOX

JUNCTION

ELEC

G A

T E

POST

BOLLARD

SIGN

S I

G N

MAILBOX

BOLLARD

CONC

8’ CHAIN LINK FENCEWALL

WALL

CONC SIDEWALK

24" RCP OUT=829.19

18" RCP IN=830.60

18" RCP IN=830.87

TOP=834.77

STORM MH

STEPS

SWITCH

ELEC

3’ RAIL FENCE

LID

METAL

LID

METAL

8" PVC OUT=829.95

8" PVC IN=830.15

4" PVC INV=833.16

TOP=835.35

SAN. MH

8" P

FES INV.=826.73

INV=828.59

TOP=834.30

CATCH BASIN

LIFT STATION

SANITARY SEWER

CONC SIDEWALK

BOX

ELEC

POLE

SIGN

METER

ELEC

INV=829.56

TOP=834.39

CATCH BASIN

INV=829.17

AREA

RIP-RAP

AREA

RIP-RAP

AREA

RIP-RAP

8" PVC OUT=830.25

8" PVC IN=830.36

TOP=834.97

SAN. MH

INV=833.79

TOP=837.84

DROP INLET

R C P

18" RCP

OVERHANG

BUILDING

GUARDRAIL FENCE

ON FACE OF WALL

8" PVC PIPES

O N

L L

V C

P I P

E S

FORCE MAIN

WVLP GAS TANK

TOP=865.7’

FOUNDATION

CONC

TOP=864.7’

FOUNDATION

CONC

NO ELEV.

FOUNDATION

CONC

TOP=863.4’

FOUNDATION

CONC

TOP=863.6’

FOUNDATION

CONC

TOP=850.7’

FOUNDATION

CONC

TOP=848.5’

FOUNDATION

CONC

WALL

FOR SANITARY SEWER

PAVEMENT CUT

FOR SANITARY SEWER

PAVEMENT CUT

FOR WATERLINE

PAVEMENT CUT

FOR SANITARY SEWER

PAVEMENT CUT

G E

N E

R A

T O

E M

E R

G E

N C

FFE=835.26

CONC/BRICK BUILDING

POWER HOUSE

E L

N E

O V

E R

H E

A D

E L

N E

O V

E R

H E

A D

POLE

ROP=861.5’

FOUNDATION

CONC TOP=861.3’

FOUNDATION

CONC

WOOD

STEPS

I-BEAM

ELEV=849.18

PLATFORM

GENERATOR

EMERGENCY

ELEVATED

FOR LIGHTS

FOUNDATION

CONC

TOP=876.4’

FOR STEEL TOWER

FOUNDATION

CONC

TOP=876.4’

FOR STEEL TOWER

FOUNDATION

CONC

DAM SPILLWAY ROAD

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

ASPHALT PAVEMENT

INV=828.59

TOP=834.35

CATCH BASIN

BOX

TELEPHONE

SEE NOTE 12

WATER TREATMENT ROOM

SUB-SURFACE

EDGE OF WOODS

E D

O D S

EDGE OF WOODS

ELEV=834.63

E=11,035,796.78

N=3,447,334.14

CONTROL POINT #TP51

ELEV=834.92

E=11,035,699.48

N=3,447,395.00

PK NAIL SET

CONTROL POINT #6

ELEV=834.96

E=11,035,665.66

N=3,447,394.03

PK NAIL SET

CONTROL POINT #5

E D

O D

CP #5

ELEV=835.17

E=11,035,950.66

N=3,447,307.00

NAIL SET

CONTROL POINT #4

PAVEMENT

ASPHALT

01_Existing_Site_Conditions_Survey.dgn 10/1/2014 3:51:31 PM

SCALE: 1" = 10’

010 10 20 30

D E

M O

E F

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

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A R

M Y

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IDENTIFICATION

SHEET

SG-11-HA-2

SG-2

SG-1

SG-3

SG-11-HA-1

INV.=827.27

TOP=832.09

DROP INLET

LINE & SPRINKLER

ABANDONED WATER

REMOVE EXISTING

UGT

U G

UGW

UGE

UGW

UGT

EXISTING FENCE

EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICAL

EXISTING UNDERGROUND WATER

EXISTING UNDERGROUND TELEPHONE

UGW

U G

UGW

UGT

UGW UGW

UGW

UGT

C-101

N 3,447,283.0

N 3,447,268.4

N 3,447,300.8

E 11,035,723.4

E 11,035,766.8

E 11,035,842.3

LAT 36.7806

LAT 36.7805

LAT 36.7806

OF THE SPECIFICATIONS.

8. SUBSURFACE INVESTIGATIONS WERE PERFORMED IN NOVEMBER 2010. BORING LOGS ARE LOCATED IN APPENDIX A

PROJECT - POWERHOUSE - PLAN - EL 836.0 AND EL 837.25 DATED JULY 1951 SHEET 10; FILE PA403B-0".

PROJECT - POWERHOUSE - PLAN - EL 823.0 DATED JULY 1951 SHEET 9; FILE PA402B-0" AND " PHILPOTT RESERVOIR PLANS PROVIDED BY THE PHILPOTT DAM POWERHOUSE OPERATOR. PLANS ARE ENTITLED "PHILPOTT RESERVOIR

7. INFORMATION TO GRAPHICALLY SHOW THE UNDERGROUND "WATER TREATMENT ROOM" WAS OBTAINED FROM

6. CONTRACTOR SHALL CLEAR TREES FROM HILLSIDE ABOVE NEW BUILDING SITE AS SHOWN.

AND EROSION CONTROL DETAILS C-501 AND RETAINING WALL PLAN AND PROFILE.

5. CONTRACTOR TO INSTALL EROSION CONTROL TEMPORARY INLET PROTECTION FOR GRATE INLET. SEE SEDIMENT

WALL SHALL BE SAW CUT SQUARE TO EXISTING WALL.

4. REMOVE ANGLED REINFORCED CONCRETE WALL SECTION FROM EDGE TO EDGE. EDGE TO BE JOINED TO NEW

3. CONTRACTOR SHALL REMOVE CHAIN LINK FENCES AS SHOWN.

LOCAL REQUIREMENTS.

2. 15" RCP SHALL BE BROKEN UP AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND

1. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO EXCAVATING.

NOTES:

V A S

O U

T H Z

O N

E N

A D

LONG -80.0269

LONG -80.0270

LONG -80.0266

U G

GATE

EXISTING

REMOVE

15" RCP

REMOVE

SWITCH

ELEC

METER

ELEC

METER

ELEC

C P

INV.=831.12

TOP=834.50

CATCH BASIN

24" RCP

24" RCP OUT=826.07

15" RCP IN=826.12

8" PVC IN=826.66

24" RCP IN=828.17

8" PVC IN=828.92

TOP=834.67

STORM MH

INV.=830.21

TOP=834.51

CATCH BASIN

R C

8" RCP

15" R C P

C P

INV.=825.30

INV.=832.04

INV=829.56

TOP=834.39

CATCH BASIN

R C

INV=829.17

FLOW

SMITH RIVER

LP GAS TANK

FOR W

ATERLINE

PAVEMENT CUT

TREATMENT ROOM"

UNDERGROUND "WATER

DEMO AREA

BORING LOCATION

WOOD STEPS

REMOVE EXISTING

SECTION OF WALL

REMOVE EXISTING

LEGEND

CHAIN LINK FENCE

REMOVE EXISTING

DEMOLISH EXISTING PAVEMENT

SAW CUT EDGE

(APPROX. 0.1 AC)

FROM HILLSIDE

CLEAR TREES

AND CHAIN LINK FENCE

REMOVE EXISTING GATE

PROTECT IN PLACE

FOUNDATION (TYP. 6)

EXISTING CONCRETE

02_Demolition_Plan.dgn 10/7/2014 9:05:27 AM

SOIL EROSION AND SEDIMENT CONTROL MEASURES

10 0 10 20 30

E R

O S

E N

O N

T R

O L

P L A

E F

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

C L D

J U

G O

V E

R N

U P

G R

A D

E S

C H

G E

L O

C A T

S M

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P H

P O

T T

E S E

R V

R O J E

C T

IDENTIFICATION

SHEET

9. PLACE HAY BALES TO DIVERT RUNOFF TO THE EAST TOWARDS THE STORM WATER INLET.

ARE IMPLEMENTED.

ALL TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES

SIGNIFICANT EARTH CHANGE ACTIVITY CEASES, TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY.

WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA IMMEDIATELY AFTER AN EARTH CHANGE OR WHERE

8. PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA SHALL BE STABILIZED AS SOON AS POSSIBLE.

AND ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

7. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION CONTROL MEASURES, EARTH CHANGES HAVE BEEN ACCOMPLISHED.

PLANS. HE SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION OF SLOPES, DITCHES, AND OTHER

6. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN AND AS DIRECTED ON THESE

5. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION.

OFFSITE AREA OR IN WATERWAYS TO INCLUDE BOTH MAN MADE OPEN DITCHES, STREAMS OR STORM DRAINS.

4. SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND SHALL NOT BE ALLOWED TO COLLECT ON ANY

AND SHALL BE MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION.

3. ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES NOTED SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION

2. ACCESS TO THE SITE WILL BE BY EXISTING PAVED ROADWAYS AND HIGHWAYS.

DROP INLETS, DIVERSION OF STORM WATER FROM HILLSIDE AWAY FROM EXCAVATION, AND CONTAINMENT OF STOCKPILED SOILS.

1. DESCRIPTION OF WORK: SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL INCLUDE: PROTECTION OF STORM DRAIN

INV.=831.12

TOP=834.50

CATCH BASIN

METER

ELEC

24" RCP OUT=826.07

15" RCP IN=826.12

8" PVC IN=826.66

24" RCP IN=828.17

8" PVC IN=828.92

TOP=834.67

STORM MH

INV.=827.27

TOP=832.09

DROP INLET

ELEVATION 835.5’

FINISHED FLOOR

BUILDING

NEW SWITCHGEAR

SG-11-HA-1

SG-11-HA-2

xxxxxxxx xx xx xxxxxxxxxx xx xx xx xx xx xx xx

(TYP. OF 2)

NEW HVAC UNIT

FENCE 6’ HIGH

NEW CHAIN LINK

FLOW

SMITH RIVER

C-102

(TYP OF 5)

NEW BOLLARD

NEW CONCRETE PADS

AEP EQUIPMENT

NEW MANHOLE

EXIST. CONC. SIDEWALK

V A S

O U

T H Z

O N

E N

A D

NEW ROCKFALL BARRIER

FENCE 6’ HIGH

NEW CHAIN LINK

FENCE 6’ HIGH

NEW CHAIN LINK

SEE NOTE 9

HAY BALES

SEE NOTE 9

HAY BALES

(TYP OF 2)

SEE SHEET C-501

INLET PROTECTION

SWITCH

ELEC

METER

ELEC

POWERHOUSE

INV.=825.30

INV.=830.21

TOP=834.51

CATCH BASIN

INV.=832.04

INV=829.56

TOP=834.39

CATCH BASIN

G E

N E

R A

T O

E M

E R

G E

N C

Y T

O E O

F D

A M

EXIST. 8’ CHAIN LINK FENCE

E X

T C

H A

K F

E N

C E

ELEVATION 847.5’

TOP OF WALL

RETAINING WALL

NEW CONCRETE

FENCE GATE

NEW CHAIN LINK

03_Erosion_Sediment_Control_Plan.dgn 10/1/2014 3:51:34 PM

10 0 10 20 30

B U

P L A

E F

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

C L D

J U

G O

V E

R N

U P

G R

A D

E S

C H

G E

L O

C A T

S M

E R

P H

P O

T T

E S E

R V

R O J E

C T

IDENTIFICATION

SHEET

GENERAL CONSTRUCTION NOTES

INV.=831.12

TOP=834.50

CATCH BASIN

METER

ELEC

24" RCP OUT=826.07

15" RCP IN=826.12

8" PVC IN=826.66

24" RCP IN=828.17

8" PVC IN=828.92

TOP=834.67

STORM MH

INV.=827.27

TOP=832.09

DROP INLET

ELEVATION 835.5’

FINISHED FLOOR

BUILDING

NEW SWITCHGEAR

SG-2

SG-3

SG-11-HA-1

SG-11-HA-2

xxxxxxxx xx xx xxxxxxxxxx xx xx xx xx xx xx xx

(TYP. OF 2)

NEW HVAC UNIT

INVERT OUT= 826.90

INVERT IN= 827.15

NEW MANHOLE

FENCE 6’ HIGH

NEW CHAIN LINK

SEE NOTE 4

NEW CONCRETE PADS

AEP EQUIPMENT

FLOW

SMITH RIVER

C-103

EXIST. CONC. SIDEWALK

SHEET S-501

SEE DETAIL

(TYP OF 8)

NEW BOLLARD

ARRESTING, AND RETAINING A DESIGN IMPACT LOAD OF 500 KJ.

8. FOR PURPOSES OF PREPARING BIDS, THE ROCKFALL BARRIER SHALL BE SIX FEET TALL AND BE CAPABLE OF ABSORBING,

7. THE ROCKFALL BARRIER SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURER.

WITH MANUFACTURING SUCH SYSTEMS USED IN A SIMILAR APPLICATION AND CAPACITY.

ENGAGED IN DESIGNING AND MANUFACTURING ROCK FALL PROTECTION SYSTEMS AND HAVE DOCUMENTED EXPERIENCE

LENGTH OF FENCE SHOWN ON THIS SITE PLAN. THE MANUFACTURER OF THE ROCKFALL BARRIER SHALL BE REGULARLY

6. THE ROCKFALL BARRIER SYSTEM SHALL INCLUDE: POSTS, CABLES, BRAKING ELEMENTS, AND REQUIRED ANCHORS FOR THE

DESIGN OF ROCKFALL BARRIERS.

BY A PROFESSIONAL GEOTECHNICAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA AND EXPERIENCED IN THE

5. CONTRACTOR TO DESIGN, PROVIDE AND INSTALL ROCKFALL BARRIER SYSTEM. THE ROCKFALL SYSTEM SHALL BE DESIGNED

REFERENCE DRAWING 2FDX030U.

4. NEW AEP EQUIPMENT CONCRETE PADS DIMENSIONS SHALL BE 10’ X 7’ AND 6’ X 4’. FFE = 835.5’. SEE EQUIPMENT PAD DETAILS ON

PURCHASING ANY MATERIALS.

3. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY VARIANCES PRIOR TO COMMENCEMENT OF WORK OR

CONTRACTOR SHALL COOPERATE WITH UTILITY COMPANIES DURING ANY RELOCATION OPERATION AS REQUIRED.

WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. THE

WHERE AND HOW YOU CAN BE REACHED AND THE BEST TIME TO CONTACT YOU. THE CONTRACTOR SHALL EXERCISE CAUTION

COMPANY NAME, TELEPHONE NUMBER, OWNER’S NAME, DATE AND TIME YOU EXPECT TO COMMENCE CONSTRUCTION, AND

FOLLOWING INFORMATION READY: COUNTY, TOWN, LOCATION, NEAREST ROAD INTERSECTIONS, TYPE OF WORK, YOUR

DAYS NOTICE TO ALLOW TIME FOR EXISTING UTILITIES TO BE STAKED. BEFORE CALLING, THE CONTRACTOR SHALL HAVE THE

2. PRIOR TO INSTALLATION OF ANY WORK ONSITE, THE CONTRACTOR SHALL GIVE THE UTILITY COMPANIES THREE (3) WORKING

1. IT IS RECOMMENDED THAT CONTRACTORS BIDDING ON THIS WORK VISIT THE SITE PRIOR TO BIDDING.

V A S

O U

T H Z

O N

E N

A D

(SEE NOTES 5 THRU 8)

NEW ROCKFALL BARRIER

SG-1

FENCE 6’ HIGH

NEW CHAIN LINK

FENCE 6’ HIGH

NEW CHAIN LINK

SWITCH

ELEC

METER

ELEC

POWERHOUSE

INV.=825.30

INV.=830.21

TOP=834.51

CATCH BASIN

INV.=832.04

INV=829.56

TOP=834.39

CATCH BASIN

G E

N E

R A

T O

E M

E R

G E

N C

Y T

O E O

F D

A M

EXIST. 8’ CHAIN LINK FENCE

E X

T C

H A

K F

E N

C E

ELEVATION 847.5’

TOP OF WALL

RETAINING WALL

NEW CONCRETE

SHEET C-100-101

SEE DETAILS

FENCE GATE

NEW CHAIN LINK

04_Building_Site_Plan.dgn 10/1/2014 3:51:36 PM

HA-2

HA-1

10 0 10 20 30

SCALE: 1" = 10’

SG-3

SG-2

P L A

C-104

E F

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

C L D

J U

G O

V E

R N

U P

G R

A D

E S

C H

G E

L O

C A T

S M

E R

P H

P O

T T

E S E

R V

R O J E

C T

IDENTIFICATION

SHEET

UGW

NEW 15" RCP

10’

NEW 15" RCP

(SEE NOTE 6)

ELECTRICAL DUCTBANK

NEW CONCRETE

(SEE NOTES 4 & 5)

EQUIPMENT PADS

NEW CONC. AEP

(SEE NOTES 2 & 3)

CONDUIT ROUTING

NEW TRANSFORMER

(SEE NOTE 4)

FOUR DUCTS

NOTES:

(SEE NOTE 9)

NEW 2-INCH WATER LINE

FOOTING

RETAINING WALL

METER

ELEC

U G

UGT

UGW

METER

ELEC

U G

4’-9" 11.25’

24" RCP

V C

UGT

SG-1

UGW

INV=829.17

UGT

FLOW

SMITH RIVER

V A S

O U

T H Z

O N

E N

A D

PLATE C-502

CROSSING DETAIL

SEE UTILITY

PLATE C-502

CROSSING DETAIL

SEE UTILITY

UGE

UGW

UGT

EXISTING FENCE

EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICAL

EXISTING UNDERGROUND WATER

EXISTING UNDERGROUND TELEPHONE

SHEET. EXISTING 2-INCH WATER LINE TO BE BYPASSED SHALL BE REMOVED PER SHEET C-101.

NEW 2-INCH WATER LINE AND VALVE TO BE CONSTRUCTED PER SPEC SECTION 33 11 00 AND DETAILS ON THIS

REFER TO C-101 FOR DEMOLITION PLAN.

SEE SHEET C-505 FOR PROFILE AND DETAILS OF NEW CONCRETE DUCTBANK.

ABOVE FFE OF EQUIPMENT PAD.

TO THE AEP EQUIPMENT PADS. DUCTS SHALL ORIGINATE IN BUILDING CABLE TRENCH AND STUB-UP

CONTRACTOR SHALL PROVIDE FOUR SIZE 2 TYPE EB-35 DUCT FROM THE NEW SWITCHGEAR BUILDING

SEE EQUIPMENT PAD DETAILS ON REFERENCE DRAWING 2FDX030U.

NEW CONCRETE AEP EQUIPMENT PADS DIMENSIONS SHALL BE: 10’ X 7’, AND 6’ X 4’. FFE = 835.5’.

DIMENSIONS SHOWN FOR BIDDING PURPOSE ONLY.

CONTRACTOR TO SIZE, DESIGN, PROVIDE, AND INSTALL CONDUIT SYSTEM. CONDUIT ROUTING AND

ENCLOSURE LOCATED IN THE VAULT BACK WALL.

- SIMILAR ROUTING FROM THE NEW SWITCHGEAR TRENCH TO GSU TRANSFORMER CONTROLS

CONTROLS AND INSTRUMENTATION 4" CONDUIT.

- USE BOTTOM ENTRY IN THE BUSHING ENCLOSURE

- DOWN TO VAULT AGGREGATE ELEVATION

- INSIDE THE INCLINED VAULT WALL

- ON TOP OF THE WALL AND INSIDE THE FENCE

GSU LEADS 2 STACKED, PARALLEL 6" CONDUITS.

NEW TRANSFORMER CONDUIT ROUTING

ELECTRICAL LINES IN THE VICINITY OF THE EXCAVATION.

PRIOR TO EXCAVATION THE CONTRACTOR SHALL ASSURE DE-GENERATION OF ANY EXISTING

0+40

0+50

0+60

0+70

U G

CONDUIT

4-INCH

0+80

SWITCH

ELEC

C P

LP GAS TANK

POWERHOUSE

8" PVC

R C

ELEVATION 847.5’

TOP OF WALL

RETAINING WALL

NEW CONCRETE

ELEVATION 835.5’

FINISHED FLOOR

BUILDING

NEW SWITCHGEAR

BORING LOCATION

LEGEND

05_ Site_Utility_Plan.dgn 10/1/2014 3:51:37 PM

SILT FENCE

WASHED STONE

NO. 5 OR NO. 57

TYP.

12"

STEEL POST (TYP.)

FILTER FABRIC

24"

A A

DROP INLET

TYP.

T Y

2. VEGETATIVE STABILIZATION.

SEED PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS

OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF

CONSTRUCTION OR DEVELOPMENT.

IMMEDIATELY AFTER SEEDING, FIRM ENTIRE AREA EXCEPT FOR SLOPES IN EXCESS OF

3 TO 1 WITH ROLLER NOT EXCEEDING 90 POUNDS FOR EACH FOOT OF ROLLER WIDTH.

IF SEEDING IS PERFORMED WITH CULTIPACKER-TYPE SEEDER OR HYDROSEEDING,

ROLLING MAY BE ELIMINATED.

PLANTING SEASON PLANTING DATES

SEASON 1

1 SEPTEMBER TO 15 OCTOBER

SEASON 2

TEMPORARY SEEDING 1 SUMMER

TEMPORARY SEEDING 2 SPRING, FALL AND WINTER

PLANTING SEASON VARIETY PERCENT (BY WEIGHT)

SEASON 1 TALL FESCUE 100 (160)

SEASON 2 TALL FESCUE 55 (130)

BERMUDA 13 ( 30)

BAHIA 19 ( 45)

LESPEDEZA, COMMON 13 ( 30)

TEMPORARY SEEDING 1 SUDAN GRASS 100

TEMPORARY SEEDING 2 RYE GRAIN 100

FERTILIZER

APPLY FERTILIZER AT RATES AS DETERMINED BY LABORATORY SOIL ANALYSIS OF THE

SOILS AT THE JOB SITE. GRANULAR CONTROLLED RELEASE FERTILIZER CONTAINING

THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT OF PLANT FOOD NUTRIENTS:

8 PERCENT AVAILABLE NITROGEN

8 PERCENT AVAILABLE PHOSPHORUS

8 PERCENT AVAILABLE POTASSIUM

HYDROSEEDING FERTILIZER SHALL HAVE THE SAME COMPOSITION OF AVAILABLE FOOD

NUTRIENTS, COMPOSED OF PILLS COATED WITH PLASTIC RESIN TO PROVIDE A CONTINUOUS

RELEASE OF NUTRIENTS FOR AT LEAST 6 MONTHS.

MULCH

MULCH SHALL BE FREE OF NOXIOUS WEEDS, MOLD, AND OTHER DELETERIOUS MATERIALS.

HAY OR STRAW MULCH SHALL BE SPREAD UNIFORMLY AT THE RATE OF 2 TONS PER ACRE.

MULCH SHALL BE SPREAD BY HAND, BLOWER-TYPE MULCH SPREADER, OR OTHER APPROVED

METHOD. MULCHING SHALL BE STARTED ON THE WINDWARD SIDE OF RELATIVELY FLAT

AREAS OR ON THE UPPER PART OF STEEP SLOPES, AND CONTINUED UNIFORMLY UNTIL THE

AREA IS COVERED. THE MULCH SHALL NOT BE BUNCHED OR CLUMPED. SUNLIGHT SHALL

NOT BE COMPLETELY EXCLUDED FROM PENETRATING TO THE GROUND SURFACE. ALL AREAS

INSTALLED WITH SEED SHALL BE MULCHED ON THE SAME DAY AS THE SEEDING. MULCH

SHALL BE ANCHORED IMMEDIATELY FOLLOWING SPREADING. MECHANICAL ANCHOR SHALL

BE A V-TYPE-WHEEL LAND PACKER; A SCALLOPED-DISK LAND PACKER DESIGNED TO FORCE

MULCH INTO THE SOIL SURFACE; OR OTHER SUITABLE EQUIPMENT.

STORM DRAIN AND INLET PROTECTION NOTES:

1.SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL

HANDBOOK, CHAPTER 3.05.

2. STORM DRAIN INLET PROTECTION INSTALLATION SHALL BE IN ACCORDANCE WITH VIRGINIA EROSION

AND SEDIMENT CONTROL HANDBOOK, CHAPTER 3.07.

3. THE SILT FENCE SHALL BE INSPECTED AFTER EACH RAIN EVENT AND REPAIRS MADE AS NECESSARY.

4.CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER

POLLUTION ARE MINIMIZED.

SOIL EROSION MAINTENANCE NOTES:

1. DAILY INSPECTIONS OF EROSION CONTROL MEASURES AS WELL AS PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY

RAINFALL WILL BE REQUIRED. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF

THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW.

2. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING COUNTY ROADS FROM THE SITE DUE

TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR.

3. TEMPORARY SILT FENCE SHALL BE INSPECTED DAILY BY CONTRACTOR. IF REPAIRS OR REPLACEMENT ARE NECESSARY, THEY SHALL BE PERFORMED IMMEDIATELY. THE TEMPORARY SILT FENCE SHALL BE TRENCHED IN, BACKFILLED, AND

STAPLED OR STAKED ACCORDING TO THE MANUFACTURER’S RECOMMENDATIONS. IF SEDIMENT ACCUMULATES1

2 THE

HEIGHT OF THE TEMPORARY SILT FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RE-TRENCH, OR RE-BACKFILL THE

TEMPORARY SILT FENCE IF IT FAILS. TEMPORARY SILT FENCE SHALL ALSO BE REPLACED IF ANY PORTION OF THE FENCING

IS DAMAGED BY CONSTRUCTION MACHINERY.

4. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY IN AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF OR

CONSTRUCTION ACTIVITES.

PLAN VIEW

1’-6"

SECTION A-A

1 MARCH TO 15 MAY

16 MAY TO 31 AUGUST

C-501

FERTILIZER MAY BE APPLIED DURING THIS PROCEDURE.

CONSTRUCTION OPERATIONS SHALL BE COMPLETELY PULVERIZED BY TILLAGE. THE

PATTERNS SHALL BE MAINTAINED AS INDICATED ON DRAWINGS. AREAS COMPACTED BY

1-HORIZONTAL-TO-1-VERTICAL AND STEEPER, NO TILLAGE IS REQUIRED. DRAINAGE

USED WHERE SOIL CONDITIONS AND LENGTH OF SLOPE PERMIT. ON SLOPES

PLOWS, OR SIMILAR IMPLEMENTS, OR OTHER SIMILAR METHOD. ROTOTILLERS SHALL BE

2 INCH DEPTH BY SCARIFYING WITH HEAVY RAKES, SPIKED TOOTH HARROW, CHISEL

1-HORIZONTAL-TO-1-VERTICAL, THE SOIL SHALL BE TILLED TO A MINIMUM

A MINIMUM 4 INCH DEPTH. ON SLOPES BETWEEN 3-HORIZONTAL-TO-1-VERTICAL AND

SOIL IN SLOPES UP TO A MAXIMUM 3-HORIZONTAL-TO-1-VERTICAL SHALL BE TILLED TO

SOIL PREPARATION

APPLICATION OF GRASS SEED AND FERTILIZER.

9 TO 15 PERCENT MOISTURE, pH RANGE FROM 5.5 TO 8.2. USE HYDRAULIC

METERING OF MATERIALS APPLICATION. COMPOSITION ON AIR-DRY WEIGHT BASIS:

INHIBITING FACTORS AND DYED AN APPROPRIATE COLOR TO FACILITATE VISUAL

(100 PERCENT) HYDRAULIC MULCH. PROCESSED TO CONTAIN NO GROWTH OR GERMINATION-

USE RECOVERED MATERIALS OF EITHER PAPER-BASED (100 PERCENT) OR WOOD-BASED

WOOD CELLULOSE FIBER MULCH

MULCH BLOWING EQUIPMENT. HAY SHALL BE STERILE, CONTAINING NO FERTILE SEED.

AIR-DRY CONDITION AND OF PROPER CONSISTENCY FOR PLACING WITH COMMERCIAL

HAY

EQUIPMENT. STRAW SHALL CONTAIN NO FERTILE SEED.

AND OF PROPER CONSISTENCY FOR PLACING WITH COMMERCIAL MULCH BLOWING

STRAW FROM OATS, WHEAT, RYE, BARLEY, OR RICE. FURNISH IN AIR-DRY CONDITION

STRAW

GENERAL NOTES (CONTINUED)

GENERAL NOTES

1. CONSTRUCTION SEQUENCE.

BEFORE THE START OF THE NEXT STAGE, THE CONTRACTOR SHALL STABILIZE

THE DISTURBED EARTH.

CONTRACTOR SHALL INSTALL SILT FENCE BARRIER TO CONTROL STOCKPILE RUNOFF.

SHALL NOTIFY THE NORTH CAROLINA ONE CALL SYSTEM AT 1-800-632-4949 OR

DIAL 811.

ON THE PLANS. FENCE OFF ANY TREES TO BE SAVED.

AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.

DAM SWITCHGEAR, RESTORE DISTURBED AREA. REMOVE ACCUMULATED SEDIMENT

BEHIND SILT FENCE AND REMOVE ALL SILT FENCE.

A. AT THE COMPLETION OF EACH STAGE OF EARTH DISTURBING ACTIVITY AND

B. BEFORE EXCAVATION OR STOCKPILING OF ANY EXCAVATED MATERIALS THE

C. BEFORE STARTING ANY EARTH DISTURBING ACTIVITIES, THE CONTRACTOR

D. CLEARLY FIELD MARK THE LOCATIONS OF THE LIMITS OF DISTURBANCE AS SHOWN

E. INSTALL SILT FENCE.

F. PERFORM RETAINING WALL AND ASSOCIATED WORK ON PHILPOTT DAM SWITCHGEAR.

G. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY

H. UPON COMPLETION OF THE RETAINING WALL AND ASSOCIATED WORK ON PHILPOTT

C O

N T R

O L

E T

S S E

O S

E F

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

C L D

J U

G O

V E

R N

U P

G R

A D

E S

C H

G E

L O

C A T

S M

E R

P H

P O

T T

E S E

R V

R O J E

C T

IDENTIFICATION

06_SedimentandErosion_Control_Details.dgn 10/1/2014 3:51:39 PM

SUBSURFACE COURSE

2" S9.5B OR S9.5C

6" FOR H GREATER THAN 10’

4" FOR H LESS THAN 10’

12"

4" MIN.

9.5"

12"

12" 12"

9.5"

#57 BEDDING

AGGREGATE

UNDISTURBED EARTH

SECTION X-X

NOT TO SCALE

(S Q

B25.C BASE COURSE

11" B25.0B OR

SEE NOTE 1

19"

TYPE

FOUNDATION

(b)

BEDDING THICKNESS

NORMAL EARTH

ROCK

SOFT & YIELDING

1" PER FOOT OF H, MAX. 8"

12"

SEE NOTE 3

COMPACTED BACKFILL

SEE NOTE 3

INITIAL BACKFILL

DRAINAGE STRUCTURE BEDDING DETAIL

AND PAVEMENT REPAIR DETAIL

STORM DRAINPIPE TRENCH

CONTRACTING OFFICER

OR AS DIRECTED BY THE

AS SPECIFIED ON THE PLANS

#57 BEDDING

AGGREGATE

EXISTING EXISTING

PLUGS

PLAN

18" MIN.

EXIST. SANITARY SEWER PIPE

NEW WATER PIPE

UTILITY CROSSING DETAIL

COURSE, TYPE 1-2

2" BIT. CONC. SURF.

(6" LIFTS)

TAMPED BACKFILL

3’-0" MIN. COVER

PIPE

TRENCH WIDTH

SEE TRENCH DETAIL

PAVEMENT PATCH DETAIL

6" 12"

(TYP.)

MACHINE CUT (TYP.)

8" CONCRETE

(TYP.)

EXISTING PAVEMENT

THRUST BLOCKS

NOTES:

1. WIDTH OF BEDDING MATERIAL SHALL EXTEND A MINIMUM OF 6" BEYOND THE BASE OF

THE STRUCTURE ON ALL SIDES.

2. HEIGHT OF STRUCTURE (H) IS MEASURED FROM THE INVERT OF THE STRUCTURE TO

THE TOP OF THE FRAME AND COVER OR CONCRETE DEPENDING ON STRUCTURE

TYPE. SEE APPLICABLE DRAINAGE STRUCTURE STANDARD FOR DETAIL.

3. INITIAL AND COMPACTED BACKFILL SHALL MEET THE REQUIREMENTS OF SECTION

520.03 OF THE VDOT SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE

REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 OR 26 AND MEETING THE

REQUIREMENTS OF SECTION 520.03 OF THE VDOT SPECIFICATION MAY BE USED AS

BACKFILL MATERIAL.

E T

C-502

E F

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

C L D

J U

G O

V E

R N

U P

G R

A D

E S

C H

G E

L O

C A T

S M

E R

P H

P O

T T

E S E

R V

R O J E

C T

IDENTIFICATION

SHEET

A A

UNDISTURBED EARTH

A A

B B

UNDISTURBED EARTH

PLAN

6" MIN.

UNDISTURBED EARTH

ELEVATION

24" MIN., 12" & LARGER PIPE

18" MIN., 10" & SMALLER PIPE

UNDISTURBED

EARTH

SUBGRADE

COMPACTED

B B

SIZE

10"

12" 29"

26"

22"

16"

A B A B A B A B C D

1/4 BENDS 1/8 BENDS 1/16 BENDS TEES PLUGS

10"

13’

17"

21" 16"

14"

12"

9" 10"

13"

17"

21" 11"

10"

6" 8"

10"

13"

16" 18"

16"

13"

10" 12"

16"

20"

24" 16"

14"

12"

10" 21"

29"

36"

41"

18"

MIN.

D S

UNDISTURBED EARTH

PLAN

ELEVATION

TEES

BENDS

N.T.S.

DRAINAGE STRUCTURE BEDDING

N.T.S.

C-502C-502

C-502

07_Civil_Details.dgn 10/1/2014 3:51:41 PM

ON EXTENSION ARMS

BARBED-WIRE APRON

TOP RAIL OR TENSION WIRE

BRACE RAIL

OR PULL POST

CORNER, END,

16" MIN. DIA.

XXXXX

X X X X X

XXXXX

XXX

X X X

XXXX

X X X X

XXXX

X X X X

XXXX

XXXXX

X X X X X

XXXXX

XXXX

X X X

XXX

XXXXX

X X

XXXXX

X X X X

XXXX

X X X X

XXXX

F A

B R

10’-0" MAXIMUM

CONCRETE BASE

LINE POST

TENSION WIRE

GRADE

HOG RINGS (TYP.)

10" MIN. DIA.

1’ -6

6" T Y P

1’ -1 0"

5" (T

YP.

LOCK PIN (TYP.) BARBED WIRE (TYP.)

FABRIC

TENSION BAR

CARRIAGE BOLT

FABRIC

TOP RAIL OR TENSION WIRE

PULL POSTLINE POST LINE POST

TRUSS ROD

10’-0" MAX. 10’-0" MAX.

FENCE POST

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC LESS THAN 72" FABRIC 72" TO 96" FABRIC OVER 96"

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

2.375" O.D.

2.875" O.D.

4.00" O.D.

1.90" O.D.

1’-0"

NOTE:

CONCRETE BASE 2

Y P

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

" PLAIN PIN8

(2’-0" O.C. MAX.)

9-GAGE STEEL TIE WIRES

FITTING OF COPPER

OR APPROVED CLAMP-TYPE

MOLDED EXOTHERMIC WELD

COPPER WIRE

#8 AWG SOLID

STEEL GROUND ROD

" DIA. COPPER-CLAD4

STRAIGHT RUNS EXCEED 500 FEET.

PROVIDE BRACE PANEL WHENEVER

(3/8" MIN. DIA.)

TRUSS ROD

TENSION WIRE

BARBED-WIRE OR

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4" FROM

TENSION BAND

CLIPS (TYP.)

TIE WIRES OR

(3/8" MIN. DIA.)

TRUSS ROD

NOTES:

LINE POST

EXTENSION ARM DETAILS

CORNER POST

FASTENING DETAILS

ROUND POST

LINE POST ATTACHMENTS

END OR GATE POST DETAIL

TENSION BAND DETAIL

TOP OR BRACE RAIL ATTACHMENT

CHAIN-LINK SECURITY FENCE DETAIL

TRUSS ROD AND BAND

NO SCALE

LINE POSTS TO BE EQUALLY SPACED

10’-0" MAXIMUM

BRACE PANEL DETAIL

GROUNDING DETAILNO SCALE

NO SCALE

OF FABRIC

BOTTOM

(TYP.)

RINGS

OR HOG

TIE WIRES

DEGREES

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

OF FABRIC)

TOP AND BOTTOM

AND WITHIN 4" FROM

WIRE (15" O.C. MAX.

9-GAGE STEEL TIE

RAILS

BRACE

RAILS

BRACE

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

TRUSS ROD

E F

F E

N C

E D

E T

AND METHODS OF INSTALLATION.

NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE

SECURE AREA.

FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

STEEL POST SCHEDULE

C-503

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

C L D

J U

G O

V E

R N

U P

G R

A D

E S

C H

G E

L O

C A T

S M

E R

P H

P O

T T

E S E

R V

R O J E

C T

IDENTIFICATION

08_Fence_Gate_Details.dgn 10/1/2014 3:51:43 PM x x x x x x x x x x x x xxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx xxx xxxx x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x

F E

FABRIC

CHAIN LINK

OF BARBED WIRE

3 HORIZONTAL STRANDS

WIRE (TYP.)

3 STRANDS OF BARBED

FENCE FABRIC (TYP.)

DIRECTION GATE SWING (TYP.)

GATE OPENING 18’

GATE FRAME

F E

N C

E F

A B

LINE POST

4" O. D. & LESS

2’-10" MIN. FOR POSTS

" O. D.8

53’-4" FOR POSTS 6

" 0. D.8

53’-10" FOR POSTS 8

POSTS OVER 4" O.D.

24" DIA. FOR GATE

POSTS 4" O. D. & LESS

16" DIA. MIN. FOR GATE

RODS (TYP)

" DIA. TRUSS8

DROP ROD

LEAF 9’

GATE FRAME

WIRE (TYP.)

3 STRANDS OF BARBED

ASSEMBLY

LATCH

FABRIC

CHAIN-LINK

M A

PLAN

RAIL AS SPECIFIED (TYP)

TOP TENSION WIRE OR

WIRE (TYP.)

3 STRANDS OF BARBED

BRACE RAIL (TYP)

HINGES (TYP)

WIRE (TYP)

BOTTOM TENSION

GRADE LINE

BRACE RAIL (TYP)

TRUSS ROD (TYP)

LINE POST

DOUBLE SWING GATE (TYPE FE-6 FENCE)

ELEVATION

DEPTH

CURB FULL

SAWCUT

GUTTER

EXIST. CURB &

JOINT

" EXP.2

GATE

3" MIN.

GUTTER

SAWCUT

POST

GATE

GATE LEAF WIDTH

(NOMINAL) (NOMINAL)

OUTSIDE DIMENSION

6’ OR LESS

6’ TO 13’

13’ TO 18’

MORE THAN 18’ 8.625" OD

6.625" OD

4.0" OD

2.5" SQ

2.875" OD

ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

NOTES:

LIMIT OTHER TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION.

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO

OF ALL GATES SUPPLIED.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION

LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES. THE

CONTRACTOR’S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN

CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT

2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED

3. ALL GATE FRAMES SHALL BE A MINIMUM 1.90" NOMINAL (ROUND) OR

OFFSET HINGE STANDARD HINGE

SWING GATE DETAILS

(TO HOLD GATE OPEN)

GATE KEEPER

NO SCALE

ASSEMBLY

LATCH

DROP ROD FOUNDATION

AT CURB AND GUTTER

GATE POST DETAIL

SECTION

NO SCALE

PLAN

HINGE

STANDARD

EXIST. CURB

POST FTG.

NEW GATE

5" MAX.

2" MIN.

WASHER

NEW GATE

FINISHED GRADE

1" ID STEEL PIPE

P.C. CONC.

6" DIA.

SAND/GRAVEL

FINISHED GRADE

(INDUSTRY STANDARD)

" DIA. DROP ROD2

" D

10"

ASSEMBLY

DROP ROD

GATE POST SCHEDULE

C-504

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

C L D

J U

G O

V E

R N

U P

G R

A D

E S

C H

G E

L O

C A T

S M

E R

P H

P O

T T

E S E

R V

R O J E

C T

IDENTIFICATION

09_Fence_Details.dgn 10/1/2014 3:51:44 PM

CONTRACTING OFFICER PRIOR TO EXCAVATION OF BEDROCK. SEE SPECIFICATION 31 00 00.

14. THE CONTRACTOR SHALL SUBMIT A BEDROCK REMOVAL PLAN FOR APPROVAL TO THE

APPENDIX OF THE SPECIFICATIONS.

TRENCH. BEDROCK MATERIAL CHARACTER IS INDICATED IN THE GEOTECHNICAL

13. HARD MATERIALS AND BEDROCK WILL BE ENCOUNTERED FOR EXCAVATION OF DUCTBANK

SHALL BE APPROVED BY THE CONTRACTING OFFICER’S REPRESENTATIVE.

12. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING PLAN. TEMPORARY SHORING PLAN

HAVE A YIELD STRENGTH OF 60 KSI OR GREATER AND COMPLY WITH ASTM A615, GRADE 60.

11. CONCRETE STRENGTH SHALL BE 3,000 PSI OR GREATER. REINFORCING STEEL SHALL

10. SEE PLATE E-404 FOR SWITCHGEAR BUILDING CONDUIT DETAILS.

SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER.

IN WALL. BOX OPENING SHALL BE REINFORCED WITH STEEL FRAME. STEEL FRAME

WALL MAY INCLUDE CORE DRILLING EACH CONDUIT OR CUTTING BOX SHAPED OPENING

FOR APPROVAL BY THE CONTRACTING OFFICER. METHODS FOR PENETRATING CONCRETE

9. CONTRACTOR SHALL SUBMIT METHOD FOR PENETRATING EXISTING CONCRETE WALL

INTERVALS ALONG DUCTBANK.

VERTICAL INTERLOCKING THEN PROVIDE TOP TIE-DOWN BAR AT 48" MAX

SNAP-LOCK OR UNDERGROUND DEVICES WUNPEECE). IF SPACERS DO NOT HAVE

PLACED AT 48" MAX INTERVALS ALONG DUCTBANK (SIMILAR TO CARLON

8. FOR ALL CONDUITS USE MODULAR PLASTIC DUCT SPACER WITH REBAR HOLDERS

THE DESIGNATIONS SHOWN (TYP. OF 12 DUCTS).

WITH 36" OF SLACK AND AN EMBOSSED PLASTIC TAG AT BOTH ENDS WITH

" BRAIDED NYLON PULROPE4

1 ARE SIZE 5 TYPE EB-35. CONTAINING A

7. CONDUIT SHALL BE SIZE 4 TYPE EB-35 DUCT, EXCEPT B, C, D, E THAT

INSIDE DIAMETER

6. CONDUITS BENDS SHALL HAVE A MINIMUM BEND RADIUS OF 10 TIMES THE

5. TRENCH IN THE SWITCHGEAR BUILDING FLOOR FOR AUXILIARY CABLES

4. MAIN TRANSFORMER BREAKER WILL USE SWITCHGEAR TOP ENTRY

3. CONDUIT SPACING DIMENSIONS SHOWN IN THE CROSS-SECTION ARE IN INCHES.

2. INSTALL NONMETALLIC END BELLS ON ALL CONDUIT.

EXISTING ELECTRICAL LINES IN THE VICINITY OF THE EXCAVATION

1. PRIOR TO EXCAVATION THE CONTRACTOR SHALL ASSURE DE-GENERATION OF ANY

NOTES:

VERTICAL BEND

22.5 DEGREE

(SEE NOTE 10)

CABLE TRENCH

SIZE 2 TYPE EB-35

DUCT TO AEP EQUIPMENT

PADS (4 TYP.)

SIZE 4 TYPE EB-35 DUCT

5 CONTROL CONDUITS

TO POWER HOUSE

K M N

UTSR

3" (TYP.)

/ 2

NOTES

DETAIL A

C-505

N D

S E L E

C T R

A L

U C

B C D

E F G H

M E

D A T E

R E

D R

A W

D E

S Y

M B

O L

D E S

C R

D E S

A P P

R O

V E

D D

A T E

C H

D E S

N E

N G

R S E

C T

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

C L D

J U

G O

V E

R N

U P

G R

A D

E S

C H

G E

L O

C A T

S M

E R

P H

P O

T T

E S E

R V

R O J E

C T

IDENTIFICATION

SHEET

A, B, C, & D CONDUITS SIZE 6

TYPE EB-35 DUCT

E, F, G, & H CONDUITS SIZE 5

TYPE EB-35 DUCT

J - V CONDUITS SIZE 4

TYPE EB-35 DUCT

ALL CONDUITS CONTAIN A

4" BRAIDED NYLON

PULROPE WITH 36" OF

SLACK AND AN EMBOSSED

PLASTIC TAG AT BOTH ENDS

WITH THE DESIGNATIONS

SHOWN (TYP. OF 18 DUCTS).

CONCRETE ENCASEMENT 2500 PSI

FORMED TOP AND SIDES

#4 REBAR LOOPS 12"

ON CENTERS (TYP.)

#4 REBAR SPACED 6" ON

CENTERS (TYP.)

B C

J L

MAX INTERVALS ALONG DUCTBANK

PROVIDE TOP TIE-DOWN BAR AT 48"

OR UNDERGROUND DEVICES WUNPEECE).

(SIMILAR TO CARLON SNAP-LOCK

INTERVALS ALONG DUCTBANK

HOLDERS PLACED AT 48" MAX

PLASTIC DUCT SPACER WITH REBAR

FOR ALL CONDUITS USE MODULAR

- UNIT 1

DUCTS C AND D (6") - UNIT 2

DUCTS E AND F (5") - 480V STATION SERVICE GENERATOR LEADS

DUCT H (5") - 480 V SQ1-SQ0 STATION SERVICE SWITCHGEAR FEEDER

DUCT H (5") - 480V SPARE TO SQ1 SWITCHGEAR

DUCT J (4") - NEW SWITCHGEAR BUILDING POWER

DUCTS K - N, S(4") - CONTROL/INSTRUMENTATION AND SPARE TO CABLE TRENCH

DUCT P, R, T, U (4") - SPARE TERMINATED WITH COUPLING AND PLUG

TWO INCHES ABOVE BUILDING FLOOR

PLACED APPROXIMATELY 12 INCHES BELOW FINISHED GRADE

AND PLUG, TWO INCHES ABOVE VAULT AGGREGATE,

AGAINST THE WALL CLOSEST TO THE SWITCHGEAR BUILDING

DUCTS A AND B (6")

INSTALL 3-INCH WIDE 5-MIL BRIGHTLY COLORED PLASTIC TAPE

TERMINATE SPARE CONDUIT INSIDE GSU VAULT WITH COUPLING

MINIMUM LONGITUDINAL DUCTBANK - SLOPE 4 INCHES PER 100 FEET

SIZE 4 RMC DUCT

CONTROL CONDUIT

TO THE TRANSFORMER

VAULT - SEE NOTE 4

"4 31’-7

PROFILE - NEW ELECTRICAL DUCTBANK

SCALE 1V : 1H

CROSS-SECTION - NEW ELECTRICAL DUCTBANK

N.T.S.

FFE 836.0

-0+10 0+00 0+20

P O

W E

R H

O U

S E

FFE 823.0

APPROX. EL 835.0

EXISTING GRADE

EL 832.0 W S

EL828.3 24" RCP

EL829.2 8" PVC

EL829.5

8" PVC

AEP CONCRETE

EQUIPMENT PAD

SWITCHGEAR

BUILDING

FFE 835.5

0+40 0+60 0+80 1+00 1+10

NEW ELECTRICAL CONCRETE DUCTBANK

(SEE NOTE 9)

WALL PENETRATION

POWERHOUSE CONCRETE

VERTICAL BEND

22.5 DEGREE

DRAIN 2%

SLOPE TO

DRAIN 2%

SLOPE TO

GRAVEL PIT

DUCTBANK DRAIN

10_…

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