Camp_Dawson_Final_IFC_DRAWINGS_Rev1.pdf

PDF 5 MB Posted Jul 16, 2025

Attached to: Camp Dawson Automatic Transfer Switchgear Replacement
Solicitation number: CRFQ 0603 ADJ2500000041 3
Issued by: Pleasants County, West Virginia

About this file

Written by GovTribe AI · Mar 13, 2026

This is a set of final construction drawings (100% IFC) issued by the West Virginia National Guard for the Camp Dawson Automatic Transfer Switchgear Replacement project located in Kingwood, West Virginia. The project involves the demolition of existing electrical equipment and installation of new paralleling switchgear in a prefabricated weatherproof enclosure. Key deliverables include a new concrete pad (approximately 1,427 cubic yards of cut material and 1,324 cubic yards of fill, resulting in 102.79 cubic yards net cut), installation of chainlink fencing, gravel pavement for equipment pads, underground conduit and wiring for power distribution, relocation of existing utility equipment, and new LED lighting fixtures. The drawings are issued for construction as of May 3, 2024, under contract number CPO 0603 0603 ADJ2. The project encompasses 19,891 square feet (0.45 acres) of disturbance with limits of disturbance totaling 1.05 acres, and includes detailed erosion and sediment control measures, site grading plans, and cross-sections.

The construction documents specify comprehensive requirements for utility coordination, demolition procedures, and environmental protection measures. Contractors are required to provide 72 hours' notice before activities affecting adjacent operations, implement a Stormwater Pollution Prevention Plan (SWPPP) in compliance with NPDES permits, and maintain erosion control features with inspections every 14 days. The project includes relocation of existing S&C PME-11 and PME-5 switches, removal of existing Russ Electric automatic transfer equipment, and installation of a new 1200-amp, 12,470-volt paralleling switchgear system with supporting 200-amp, 120/208-volt panelboards. Construction sequencing requires coordination of a power switchover occurring during weekend hours with outages not to exceed 8 hours. The drawings detail electrical feeder schedules, conduit specifications, and control system installations necessary to support generator connectivity and facility power distribution.

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Other files

File	Type	Posted
Addendum 2.pdf	PDF	Jul 16, 2025
Addendum 1.pdf	PDF	Jul 16, 2025
Final_CRFQ_0603_ADJ2500000041_2_WV_CRFQ_FORM.PDF	PDF	Jul 16, 2025
Final_CRFQ_0603_ADJ2500000041_3_WV_CRFQ_FORM.PDF	PDF	Jul 16, 2025
Camp_Dawson_Final_IFC_SPECIFICATIONS_Rev1.pdf	PDF	Jul 16, 2025
CRFQ ADJ25_41 Solicitation Documents.pdf	PDF	Jul 16, 2025
Final_CRFQ_0603_ADJ2500000041_1_WV_CRFQ_FORM.PDF	PDF	Jul 16, 2025

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

D B

C H

D B

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B Y:

C R

O N

SHEET ID

1 NO SCALE

PROJECT MAP 2 NO SCALE

VICINITY MAP

N \1

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\2 1D

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N _G

-0

_C O

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M .C

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G-001

D B

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SHEET ID

ISSUE DATE:

KINGWOOD, WEST VIRGINIA

CAMP DAWSON

AUTOMATIC TRANSFER SWITCHGEAR REPLACEMENT

100% FINAL - ISSUED FOR CONSTRUCTION

MAY 3, 2024

R G

, 2

P D

T R

C H

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D J2

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A/E PROFESSIONAL STAMPS

CIVIL ELECTRICAL

GENERAL NOTES

1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN

PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR

LOCATION MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE

OTHERS, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN. BEFORE

STARTING ANY WORK, THE CONTRACTOR SHALL POTHOLE TO LOCATE AND

PROTECT ALL EXISTING BURIED UTILITY LINES, WHETHER OR NOT SHOWN ON

THESE DRAWINGS, DURING THE COURSE OF CONSTRUCTION. REROUTING,

DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE

COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER.

2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL

AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES

AS NECESSARY TO RETAIN SEDIMENTS ON THE SITE.

3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE

GOVERNMENT TO MINIMIZE TRAFFIC INTERFERENCE AND OPERATIONS OF

THE FACILITIES.

4. NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT SITE, UNLESS

OTHERWISE NOTED OR DIRECTED BY THE GOVERNMENT.

DEMOLITION AND CLEARING NOTES:

1. DEMOLITION AND CLEARING OPERATIONS SHALL CONFORM TO APPLICABLE

REGULATIONS RELATING TO ENVIRONMENTAL REQUIREMENTS, DISPOSAL OF

DEBRIS, BURNING DEBRIS ON SITE, AND USE OF HERBICIDES.

2. DEMOLITION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVE

DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF

WASTE IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES

HAVING JURISDICTION. DO NOT BURY OR BURN DEMOLITION WASTE ON-SITE.

3. ARRANGE DEMOLITION SCHEDULE SO AS NOT TO INTERFERE WITH

GOVERNMENT'S ON-SITE OPERATIONS OR OPERATIONS OF ADJACENT

OCCUPIED BUILDINGS. PROVIDE NOT LESS THAN 72 HOURS NOTICE OF

ACTIVITIES THAT WILL AFFECT OPERATIONS OF ADJACENT OCCUPIED

BUILDINGS.

4. PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THE

FOLLOWING:

a. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE

AND IN WORKING ORDER.

b. EXISTING UNDERGROUND UTILITIES HAVE BEEN LOCATED AND MARKED IN

THE FIELD.

c. EXISTING SITE IMPROVEMENTS AND UTILITIES TO REMAIN HAVE BEEN

PROTECTED.

5. COORDINATE UTILITY DEMOLITION AND ABANDONMENT WITH CAMP DAWSON

UTILITY GROUPS.

6. CONTRACTOR TO PROVIDE A MINIMUM OF 48-HOUR NOTICE TO ALL CAMP

DAWSON UTILITY GROUPS BEFORE DIGGING.

7. COORDINATE ALL SITE DEMOLITION WITH PROPOSED SITE IMPROVEMENTS,

AND NEW UNDERGROUND UTILITIES.

8. CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY LINES CAUSED BY

HIS/HER ACTIVITIES. ALL WORK REQUIRED TO PERMANENTLY REPAIR THE

UTILITY TO THE ENGINEER'S SATISFACTION SHALL BE AT THE CONTRACTORS

EXPENSE.

EARTHWORK NOTES:

1. COORDINATE ALL SITE IMPROVEMENTS WITH NEW UNDERGROUND UTILITIES.

2. IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED

AND NOT COVERED BY THESE NOTES DURING GRADING OPERATIONS, THE

ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR DIRECTION.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL

NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND

RELATED OFF-SITE WORK SO AS TO ESTABLISH THE DESIRED SUBGRADE,

FINISH GRADES AND SLOPES SPECIFIED WITHIN THE PLANS.

4. ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE

CONTRACTOR TO PREVENT UNDERMINING OF ANY ADJACENT FEATURES OR

FACILITIES AND/OR CAVING OF THE EXCAVATION. ALL SHORING AND

ASSOCIATED TEMPORARY STRUCTURES SHALL BE DESIGNED BY A LICENSED

PROFESSIONAL AND INSTALLED PURSUANT TO O.S.H.A. REQUIREMENTS.

UTILITY NOTES:

1. WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING,

SIGNS, DETOURS, FLAGMEN, SIGNALS, ETC., FOR ANY OPEN TRENCHES,

HOLES OR PITS. ALL TRENCHES, HOLES OR PITS SHALL BE CLOSED OR

PROTECTED BY BARRICADES AT THE END OF THE DAY.

2. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING

CONSTRUCTION WHICH SHOW THE CONSTRUCTED CONDITIONS OF ALL WORK

INSTALLED.

EROSION AND SEDIMENTATION CONTROL NOTES:

1. PRIOR TO COMMENCEMENT OF ANY CLEARING AND EXCAVATION WITHIN A

WORK AREA, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED AND IN WORKING ORDER.

2. THE CONTRACTOR SHALL PREPARE AND IMPLEMENT A “STORMWATER

POLLUTION PREVENTION PLAN (SWP3). THE SWP3 SHALL BE IN ACCORDANCE

WITH THE STATE AND FEDERAL NATIONAL POLLUTANT DISCHARGE SYSTEM

(NPDES) PERMIT AND SHALL OUTLINE “BEST MANAGEMENT PRACTICES” TO BE

USED THROUGHOUT THE PROJECT.

3. THE “EROSION CONTROL PLAN” CONTAINED WITHIN THIS PLAN SHALL BE

ADJUSTED AS REQUIRED DURING THE PHASING AND PERFORMANCE OF THE

CONSTRUCTION. ADDITIONAL MEASURES SHALL BE ADDED AS REQUIRED TO

ENSURE THE SITE MEETS ALL FEDERAL, STATE, AND LOCAL EROSION AND

SEDIMENT CONTROL REQUIREMENTS, AS WELL AS THE APPROPRIATE STATE

AND FEDERAL NATIONAL POLLUTANT DISCHARGE PERMIT (NPDES).

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION AND

SEDIMENT CONTROL FEATURES TO PREVENT SEDIMENT-LADEN AND OTHER

POLLUTANTS FROM LEAVING THE CONSTRUCTION AREAS AND ENTERING

EXISTING STORM WATER FACILITIES AND SURFACE WATERS. ADDITIONAL

MEASURES BEYOND THOSE SHOWN ON THESE PLANS MAY BE NECESSARY

DURING CONSTRUCTION, INCLUDING TEMPORARY VEGETATIVE MEASURES

AND INSTALLATION OF OTHER SILT TRAPPING MEASURES.

5. ALL BEST MANAGEMENT CONTROL PRACTICES SHALL BE INSPECTED BY THE

SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY

OPERATIONS; OR SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST

EVERY 14 DAYS AND FOLLOWING A STORM EVENT OF 0.5 INCHES OR

GREATER. A WRITTEN LOG SHALL BE MAINTAINED ON SITE OF ALL

INSPECTIONS.

6. ALL BEST MANAGEMENT CONTROL MEASURES WILL BE MAINTAINED IN GOOD

WORKING ORDER. IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24

HOURS OF REPORTS IDENTIFYING THE PROBLEM DETAILS OF THE REPAIRS

SHALL BE MAINTAINED WITH THE INSPECTION LOG.

7. CONTRACTOR SHALL MAINTAIN AS MUCH OF THE EXISITING VEGETATION AS

POSSIBLE IN AREAS OUTSIDE OF THE SCOPE OF WORK AND IN AREAS TO BE

DEMOLISHED. VEGETATION TO STAY SHALL BE PROTECTED DURING CONSTRUCTION.

AREAS THAT ARE DISTURBED BY CONSTRUCTION SHALL BE COVERED AND SEEDED

WITHIN 14 DAYS IF NO WORK IN AREA IS PLANNED WITHIN THE NEXT 30 DAYS.

WHEN GRADING IS COMPLETE IN AN AREA, THE AREA SHALL BE SEEDED FOR FINAL

STABILIZATION. SEEDED. THIS INCLUDES, BUT IS NOT LIMITED TO, AREAS AFTER

REMOVAL OF TEMPORARY HAUL ROADS, ALL DISTURBED AREAS SHALL BE STAGING

AND LAYDOWN AREAS, EQUIPMENT STORAGE AREAS, UTILITY TRENCHES, ETC. THE

CONTRACTOR SHALL WATER NEW SEED DAILY OR AS NEEDED TO ESTABLISH 90%

GROUND COVER. CONTRACTOR SHALL MAINTAIN THE SEEDED AREAS UNTIL FINAL

ACCEPTANCE OF THE GRASS COVERAGE OF THE DISTURBED AREASBY THE

CONTRACTING OFFICER. NO SODDING IS REQUIRED. THE AREAS WITHIN THE LIMITS

OF CONSTRUCTION SHALL PRESENT A NEAT AND FINISHED APPEARANCE. THE

CONTRACTOR SHALL PROVIDE TEMPORARY WINTER GRASS COVERAGE IN AREAS

WHERE SEED IS DELAYED BY THE SEASON.

N \1

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-0

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G-002

EXISTING PROPOSED

BOLLARD

FENCE

TREE LINE

DRAINAGE DITCH

NATURAL GAS

WATER LINE

SANITARY SEWER

STEAM LINE

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND COMM. LINE

UTILITY POLE

FIRE HYDRANT

VALVE (GAS OR WATER)

STORM DRAIN

FIRE PROTECTION WATER MAIN

LIGHT POLE

TREE

TELEPHONE LINE UGRND.

MANHOLE

GUY ANCHOR

POST INDICATOR VALVE

FORCE MAIN

BORE HOLE

SANITARY MANHOLE

HANDHOLE

TRANSFORMER

OVERHEAD ELEC. & COMM.

COMPRESSED AIR

FOUNDATION DRAIN

LIMIT OF DISTURBANCE

SILT FENCE

CONTOUR LINE

SIGN

UTILITY POLE

ELECTRICAL CONTROL CABINET

TELEPHONE PULL BOX

ELECTRIC PULL BOX

SURVEY CONTROL POINT

BOLLARD

SPOT ELEVATION

X X

G G

W W

SAN SAN

ST ST

E E

UE UE

C C

TUG

OC OC

AIR

LOD

LEGEND

R G

, 2

P D

T R

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O N

O R

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SHEET LIST TABLE

SHEET NO. SHEET NAME

G-001 COVER SHEET

G-002 GENERAL NOTES, LEGEND, AND DRAWING LIST

GI101 SURVEY CONTROL PLAN

VF101 EXISTING CONDITIONS

VF102 DEMOLITION PLAN

VF103 SITE PLAN

VF104 CROSS SECTIONS

VF105 GRADING PLAN

VF106 EROSION AND SEDIMENT CONTROL PLAN

C-520 GEOMETRY DETAILS

C-521 GEOMETRY DETAILS

C-561 EROSION AND SEDIMENT CONTROL DETAILS

ED-101 ELECTRICAL SITE PLAN - DEMOLITION

E-102 ELECTRICAL SITE PLAN - NEW SCOPE OF WORK

ED-601 DEMOLITION ONE-LINE DIAGRAM

E-601 NEW ONE-LINE DIAGRAM

E-501 NEW SWITCHGEAR WEATHERPROOF - ENCLOSURE PLAN

E-502 NEW SWITCHGEAR WEATHERPROOF - ENCLOSURE

ELEVATIONS

E-503 NEW SWITCHGEAR WEATHERPROOF - ENCLOSURE

ELEVATIONS

E-504 NEW SWITCHGEAR ELEVATION

CIVIL

ELECTRICAL

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

CAMP DAWSON POINT TABLE

CONTROL POINT NUMBER

Northing

344073.74

343911.60

343760.19

Easting

1919630.22

1919358.91

1919191.03

Elevation

1259.09

1257.50

1257.54

Description

TRV RBS

N \1

S W

H G

\2 1D

N W

O R

G \C

C O

O L

.D W

:0 3:

C _N

C S_

4_ M

O N

O .C

M .J

M .C

Y C

O N

GI101

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

PLAN

NORTH

50' 100'0

1259.89

1259.86

1260.02

1259.72

1259.84

1260.05

1259.77

1258.49

1257.21

1259.79

1259.98

1259.74

1258.62

1257.43

1261.62

1259.60

1259.90

1259.66

1258.45

1257.46

1282.59

1282.54

1259.42

1259.72

1259.52

1258.66

1258.64

1259.38

1259.74

1259.44

1259.21

1259.54

1259.26

1258.51

1258.04

1291.74

1291.33

1293.50

1312.52

1259.29

1259.66

1259.56

1258.56

1258.49

1297.32

1297.15

1297.72

1297.51

1297.90

1298.19

1298.06

1297.44

1296.14

1297.55

1298.68

1259.79

1260.10

1259.99

1258.84

1258.49

1260.24

1260.49

1260.25

1258.99

1258.17

1260.52

1260.74

1260.54

1259.72

1258.61

1260.84

1261.20

1261.03

1259.52

1261.45

1261.75

1261.44

1259.43

1295.77

1295.63

1296.96

1296.22 1296.27

1293.65 1293.711293.58

XXX

X X

E E

1297.32

1297.15

1297.72

1297.51

1297.90

1298.19

1298.06

E E

E E E E

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

N \1

S W

H G

\2 1D

N W

O R

G \C

G C

O N

W G

A M

_N C

S_ 4_

M O

N O

G R

M .J

M .C

N G

C O

N D

N S

VF101

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

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O N

PLAN

NORTH

20' 40'0

PLAN

10' 20'0

XXXXXXXXX

X X

E E

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

N \1

S W

H G

\2 1D

N W

O R

G \C

2_ C

N _V

W G

A M

_N C

S_ 4_

M O

N O

G R

M .J

M .C

O N

VF102

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

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O N

O R

C O

R U

O N

PLAN

NORTH

10' 20'0

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

EXISTING CONTOUR 1FT INTERVAL

LEGEND

EXISTING CONTOUR 5FT INTERVAL

EXISTING CONCRETE PAVEMENT

TO BE DEMOLISHED

EX STA:

3+00

EX STA:

4+00

EX STA:

5+00

EX STA:

6+00

7.00'

SWITCHGEAR

ENCLOSURE

F.F. 1300.75

GEN

OR #

(FU

RANGE RD

ITC

OSU

F.F . 1

0.7

CONNECT TO

EXISTING FENCE

CONNECT TO

EXISTING FENCE

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

INSTALL GRAVEL PAD

CHAINLINK FENCE

N \1

S W

H G

\2 1D

N W

O R

G \C

M O

5_ C

M -4

W G

A M

_N C

S_ 4_

M O

N O

G R

M .J

M .C

VF103

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

LEGEND

PLAN

NORTH

30' 60'0

PROPOSED GRAVEL PAVEMENT

PAD TO EXISTING GROUND

STA: 0+32

0 15 30 45 60 75 900-15-30-45-60-75-90

PAD TO EXISTING GROUND

STA: 0+16

0 15 30 45 60 75 900-15-30-45-60-75-90

FINISHED

GRADE

EXISTING

GROUND

FINISHED

GRADE

EXISTING

GROUND

NOTE: SEE SPECIFICATION 31 23 00 00.20 AND DETAIL ON SHEET

521 FOR ADDITIONAL INFORMATION ON EARTHWORK ON HILLSIDE.

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

N \1

S W

H G

\2 1D

N W

O R

G \C

M O

5_ C

M -4

W G

A M

_N C

S_ 4_

M O

N O

G R

M .J

M .C

O N

VF104

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

EARTHWORK VOLUME TABLE

NO. NAME CUT (CU. YD.) FILL (CU. YD.) NET ADJUSTED (CU. YD.)

1 PAD 1427.28 1324.49 102.79 (CUT)

TOTAL 1427.28 1324.49 102.79 (CUT)

1282.54

1291.74

1291.33

1293.50

1312.52

1297.32

1297.15

1297.72

1297.51

1297.90

1298.19

XXXXXXXXX

X X

E E

7.00'

1282.54

1291.74

1291.33

1293.50

1312.52

1297.32

1297.15

1297.72

1297.51

1297.90

1298.19

TOTAL LIMITS

OF DISTURBANCE:

19,891 SQ. FT.

0.45 AC

1295.33

1299.49

1304.07

1303.27

4.0%

SWITCHGEAR

ENCLOSURE

F.F. 1300.75

1300.00

1299.20

1299.29

1299.05

INSTALL GRAVEL PAD

INSTALL LED LIGHT. SEE ELECTRICAL E-502 AND E-503

REPLACE WITH LED LIGHT SEE ELECTRICAL E-102

PROPOSED CONTOUR 5 FT INTERVAL

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

N \1

S W

H G

\2 1D

N W

O R

G \C

M O

5_ C

M -4

W G

A M

_N C

S_ 4_

M O

N O

G R

M .J

M .C

VF105

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

EXISTING CONTOUR 1FT INTERVAL

LEGEND

EXISTING CONTOUR 5FT INTERVAL

SL SLOPE LIMIT

PROPOSED GRAVEL PAVEMENT

FLOW ARROW

PLAN

10' 20'0

7.00'

SWITCHGEAR

ENCLOSURE

F.F. 1300.75

GEN

OR #

(FU

LOD

LODLOD

LOD

SFSF

EX STA:

3+00

EX STA:

4+00

EX STA:

5+00

EX STA:

6+00

RANGE RD

01260

1295.33

1299.49

1304.07

1303.27

4.0%

LOD

LODLOD

LOD

ITC

OSU

F.F . 1

0.7

1300.00

1299.20

1299.29

1299.05 1

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

N \1

S W

H G

\2 1D

N W

O R

G \C

M O

5_ C

M -6

W G

A M

_N C

S_ 4_

M O

N O

G R

M .J

M .C

O N

A N

D S

C O

O L

VF106

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

INSTALL SILT FENCE. SEE DETAIL A1 ON C-561

EROSION CONTROL

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

EXISTING CONTOUR 1FT INTERVAL

LEGEND

EXISTING CONTOUR 5FT INTERVAL

PROPOSED CONTOUR 5 FT INTERVAL

SEE SHEET C-561 FOR DETAILS

TOTAL LIMIT OF DISTURBANCE = 1.05 AC

LOD LIMITS OF DISTURBANCE

PROPOSED GRAVEL PAVEMENT

SF PROPOSED SILT FENCE

SL SLOPE LIMIT

RIP RAP

PLAN

30' 60'0

LINE POST CORNER POST

EXTENSION ARM DETAILS

STEEL POST SCHEDULE

USE AND SECTION FABRIC LESS THAN 72"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC 72" TO 96" FABRIC OVER 96"

CHAIN-LINK SECURITY FENCE DETAIL

NO SCALE

TOP OR BRACE RAIL ATTACHMENT

ROUND POST END OR GATE POST DETAIL

H-BEAM

TRUSS ROD AND BAND BRACE RAIL CLAMP DETAILS TENSION BAND DETAIL

FASTENING DETAILS

NO SCALE

LINE POST ATTACHMENTS

H-BEAM ROUND POST

BRACE PANEL DETAIL

NO SCALE

NOTE:

GROUNDING DETAIL

NO SCALE

FE6-84 CHAIN-LINK SECURITY FENCE DETAILS

N.T.S.A1

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

N \1

S W

H G

\2 1D

N W

O R

G \C

2_ C

N _C

-5

W G

A M

_N C

S_ 4_

M O

N O

G R

M .J

M .C

Y D

C-520

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

A-A C521

21.5'

1'-4"

8" ROUNDED EDGES3"

#4 @ 10" ±

FIRM UNDISTURBED

GROUND OR

COMPACTED FILL

#4 @ 12" ±

#4 CONT.

FINAL

GRADE

NOTE:

SEE ELECTRICAL

FOR LOCATIONS OF

CONDUITS AND

DUCTS WITHIN PAD

SWITCHGEAR HOUSING CONCRETE PAD

N.T.S.A2

SECTION A-A

N.T.S.

TYPICAL GRAVEL SECTION

N.T.S.A1

8" CRUSHED

ROCK

8" SCARIFY &

RECOMPACT EXISTING

SOIL TO 95% STANDARD

PROCTOR DENSITY

EXISTING TOE OF SLOPE

EXISTING GROUND

NEW EMBANKMENT

PLACED AND

COMPACTED IN

HORIZONTAL LAYERS

CLEARED AND GRUBBED

SURFACE

ORIGINAL GROUND

10' MIN.

36" MIN.

EXCAVATION SURFACE

AFTER BENCHING

- 4 8"

SLOPE

SLOPE STABILITY DETAIL

N.T.S.A3

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

N \1

S W

H G

\2 1D

N W

O R

G \C

2_ C

N _C

-5

W G

A M

_N C

S_ 4_

M O

N O

G R

M .J

M .C

Y D

C-521

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

SILT FENCE

N.T.S.A1 STRAW BALE

N.T.S.A2

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

N \1

S W

H G

\2 1D

N W

O R

G \C

2_ C

N _C

-5

D W

:1 4:

C _N

C S_

4_ M

O N

O .C

M .J

M .C

O N

A N

D S

C O

O L

C-561

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

X X

E E

E E E

E E

GENERATOR #2

TRANSFORMER

GENERATOR #1

TRANSFORMER

CIRCUIT B

S&C PME-5

UTILITY

JUNCTION BOX

CIRCUIT A

S&C PME-11FIBER

CONTROL

CABINET

POLE MOUNTED

25kVA TRANSFORMER AND

200A SITE

DISTRIBUTION PANEL.

12,470V 1200A

RUSS ELECTRIC

ATS

QUAZITE IN-GROUND

JUNCTION BOX

BASE CIRCUIT A

BASE CIRCUIT B

QUAZITE

IN-GROUND

COMMUNICATIONS

JUNCTION BOX

HORIZ. SCALE IN FEET

10' 5' 10'0

N \1

S W

H G

\2 1D

N W

O R

G \E

\A U

D -1

.D W

G 2:

_N C

S_ 4_

M O

N O

O N

ED-101

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

1. DISCONNECT AND REMOVE EXISTING CONDUIT AND

WIRE.

2. REMOVE AND RELOCATE EXISTING CIRCUIT A S & C

PME-11 SWITCH. REMOVE EXISTING CONCRETE PAD,

CONDUITS AND WIRE. REFER TO DRAWING E-102 FOR

NEW LOCATION.

3. REMOVE EXISTING CIRCUIT B PME-5 SWITCH, CONCRETE

PAD, CONDUITS AND WIRE.

4. EXISTING POLE TO REMAIN. DISCONNECT AND REMOVE

EXISTING TRANSFORMER, PANELBOARD, AND ALL

ASSOCIATED CONDUIT AND WIRE.

5. REMOVE EXISTING RUSS ELECTRIC AUTOMATIC

TRANSFER EQUIPMENT, CONCRETE PAD, CONDUITS AND

WIRES. REMOVAL TO INCLUDE RUSS ELECTRIC CONTROL

POWER, BATTERIES, CHARGER, AND ALL ASSOCIATED

MATERIAL LOCATED IN GENERATOR #1 ENCLOSURE.

6. INTERCEPT EXISTING CONDUIT(S) AND EXTEND AS

INDICATED ON DRAWINGS E-102 AND E-601.

7. REMOVE AND RELOCATE EXISTING UTILITY JUNCTION

BOX WITH PEDESTAL.

8. EXISTING GENERATOR PANEL TO REMAIN. REMOVE

EXISTING FEEDER CONDUCTORS IN THEIR ENTIRETY.

REMOVE CONDUIT (PARTIALLY) BACK TO PANELBOARD

LOCATED ON POLE AS INDICATED. REUSE EXISTING

CONDUIT STUB-OUT AT GENERATOR AND

RECONNECT/RE-FEED FROM NEW SWITCHGEAR PANEL

AS INDICATED ON DRAWINGS E-102 AND E-601.

9. DISCONNECT AND REMOVE EXISTING POLE MOUNTED

FLOOD LIGHT. REMOVE CONDUIT AND WIRING BACK TO

PANELBOARD.

KEYED NOTES:

1. ALL CONDUITS SHOWN ARE UNDERGROUND.

2. EXISTING CONDUIT MAY BE REUSED IF IT IS THE

CORRECT SIZE AND QUANTITY REQUIRED FOR NEW

SCOPE OF WORK.

3. ALL S & C PAD-MOUNTED EQUIPMENTN SHALL BE

TRANSPORTED TO AN ON-SITE LOCATION AS DIRECTED

BY POST ENGINEER.

4. RUSS ELECTRIC TRANSFER EQUIPMENT SHALL BE

DISPOSED OF BY THE CONTRACTOR.

GENERAL NOTES:

ED-101

1 ELECTRICAL SITE PLAN - DEMOLITION

NOT TO SCALE

X X

E E

GENERATOR #2

TRANSFORMER

GENERATOR #1

TRANSFORMER

RELOCATED

UTILITY JUNCTION

BOX

FIBER

CONTROL

CABINET

BASE CIRCUIT B

B A

K P

NEW PARALLELING

SWITCHGEAR IN

WEATHERPROOF

ENCLOSURE.

TYPICAL

M E

RELOCATED

EXISTING S&C

PME-11

GENERATOR #X

(FUTURE)

(TYP.)

U QUAZITE

IN-GROUND

JUNCTION

BOX

BASE CIRCUIT A

HORIZ. SCALE IN FEET

10' 5' 10'0

N \1

S W

H G

\2 1D

N W

O R

G \E

\A U

-1

.D W

:3 3:

C _N

C S_

4_ M

O N

O .C

M C

C O

F W

O R

E-102

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

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

D B

C H

D B

D R

B Y:

C R

O N

SHEET ID

1. PROVIDE NEW PARALLELING SWITCHGEAR IN PREFABRICATED

WEATHERPROOF ENCLOSURE. PROVIDE NEW CONCRETE PAD AS

INDICATED ON DRAWING C-521 REFER TO ELECTRICAL

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2. PROVIDE NEW FEEDER CONDUIT AND WIRING AS INDICATED ON

THE ONE-LINE DIAGRAM AND FEEDER SCHEDULE ON DRAWING

E-601.

3. PROVIDE NEW CONDUIT AND WIRING FOR GENERATOR

CONTROLS AS REQUIRED. STUB UP CONDUIT AT EXISTING

GENERATOR, PENETRATE GENERATOR HOUSING, STUB CONDUIT

INTO HOUSING, ROUTE WIRING TO GENERATOR CONTROLLER

AND MAKE ALL WIRING TERMINATIONS AT CONTROLLER AS

REQUIRED.

4. REINSTALL EXISTING UTILITY JUNCTION BOX WITH PEDESTAL IN

NEW LOCATION. PROVIDE NEW CONDUIT STUB UPS ON THE ENDS

OF EXISTING CONDUITS, CONNECT EXISTING UTILITY

CONDUCTORS TO NEW CONDUCTORS AND EXTEND TO NEW

PARALLEL SWITCHGEAR AS REQUIRED.

5. INTERCEPT EXISTING CONDUITS AND EXTEND AS INDICATED.

6. PROVIDE GROUNDING OF NEW SWITCHGEAR ENCLOSURE,

FENCING AND GATES AS REQUIRED.

7. RELOCATE EXISTING PME-11 TO THIS LOCATION. PROVIDE NEW

CONDUIT AND WIRE TO BASE CIRCUIT A AND BASE CIRCUIT B.

PROVIDE 6" THICK CONCRETE PAD.

8. EXISTING GENERATOR PANEL TO REMAIN. EXTEND EXISTING

CONDUIT AND RE-CONNECT/RE-FEED FROM NEW SWITCHGEAR

PANEL AS INDICATED ON DRAWING E-601.

9. PROVIDE 3/4" DIAMETER X 10'-0" LONG COPPER CLAD, STEEL

GROUND RODS AND #4/0 BARE COPPER GROUND LOOP AS

REQUIRED.

10. #4/0 BARE COPPER GROUND LOOP.

11. PROVIDE NEW POLE MOUNTED, LED TYPE AREA LIGHT. PROVIDE

INTERCONNECTING CONDUIT AND WIRING AND HOMERUN TO

PANELBOARD AS INDICATED.

NEW LIGHTING FIXTURES SHALL BE PROVIDED WITH INTEGRAL

PHOTOCELL FOR AUTOMATIC, DUSK TO DAWN OPERATION.

NEW LIGHTING FIXTURES SHALL BE SLG LIGHTING #

ALCM-410-T3-G1-5K-PC2 (250 WATT, 34,000 LUMEN) OR APPROVED

EQUAL.

PROVIDE FIXTURE WITH ALL MOUNTING BRACKETS AND

HARDWARE AS APPROPRIATE AND INSTALL AT SAME HEIGHT AS

EXISTING (REMOVED) FIXTURES.

KEYED NOTES:

1. ALL CONDUITS SHOWN ARE UNDERGROUND AND

ALL ROUTING INDICATED IS DIAGRAMMATIC.

CONTRACTOR SHALL DETERMINE EXACT

ROUTING.

2. EXISTING CONDUIT MAY BE REUSED IF IT IS THE

CORRECT SIZE AND QUANTITY REQUIRED FOR

NEW SCOPE OF WORK.

3. REFER TO SHEET E-104 FOR FEEDER SCHEDULE.

GENERAL NOTES:

E-102

1 ELECTRICAL SITE PLAN - NEW SCOPE OF WORK

NOT TO SCALE

ASCO Switchgear

HELPFUL POINTS OF CONTACT

BASIS OF DESIGN

Pritchard Brown Housings

OTHER CONTACTS

Cummins First Energy

Travis Coffen Richard Reed

Alan Beasley Charles Lemley

878-600-1347 410-483-5600 x119

304-964-3007 304-680-3025

Travis.Coffen@ascopower.com rreed@pritchardbrown.com alan.beasley@cummins.com clemle2@firstenergycorp.com

FIBER

CONTROL

CABINET

CIRCUIT A

S&C PME-11

QUAZITE

IN-GROUND

JUNCTION BOX

BASE CIRCUIT A BASE CIRCUIT B

GENERATOR #2

TRANSFORMER

GENERATOR #2

GENERATOR #1

TRANSFORMER

GENERATOR #1

LOCATED ACROSS

RANGE ROAD.

LOCATED AT

GENERATOR PLANT.

CIRCUIT B

S&C PME-5

200A SITE

DISTRIBUTION

PANEL

25kVA CAN

TRANSFORMER

12,470V 1200A

RUSS ELECTRIC ATS

EXISTING TO REMAIN

DEMOLITION ITEM

NEW FEEDER IN CONDUIT

LEGEND:

UTILITY

JUNCTION BOX

1. DISCONNECT AND REMOVE EXISTING CONDUIT AND

WIRE.

2. REMOVE EXISTING CIRCUIT A PME-11 SWITCH, CONDUITS

AND WIRE.

3. REMOVE EXISTING CIRCUIT B PME-5 SWITCH, CONDUITS

AND WIRE.

4. EXISTING POLE TO REMAIN. DISCONNECT AND REMOVE

EXISTING TRANSFORMER, PANELBOARD, AND ALL

ASSOCIATED CONDUIT AND WIRE.

5. REMOVE EXISTING RUSS ELECTRIC AUTOMATIC

TRANSFER EQUIPMENT, CONDUITS AND WIRES.

6. INTERCEPT EXISTING CONDUIT(S) AND EXTEND AS

INDICATED ON DRAWINGS E-102 AND E-601.

7. DISCONNECT, REMOVE AND RELOCATE EXISTING UTILITY

JUNCTION BOX.

KEYED NOTES:

1. CONTRACTOR SHALL POUR NEW 6" THICK PAD FOR PME-11 TO BE RELOCATED

(LOCATION AS INDICATED ON PLANS)

2. CONTRACTOR WILL EXTEND 1 NEW 5" PVC-40 CONDUIT FROM EACH PME-11

COMPARTMENT TO:

A. (1) CONDUIT TO EACH SECTIONALIZER FOR CIRCUIT A & B (THESE CIRCUITS

ARE NOT ALLOWED TO BE ROUTED THROUGH THE 48x48x48 QUAZITE BOX.)

B. (1) CONDUIT TO PICK UP INCOMING POWER (FROM 48x48x48 QUAZITE BOX) C. (1) CONDUIT TO SEND POWER BACK TO NEW ATS (TO 48x48x48 QUAZITE BOX)

3. ONCE ALL PREPARATIONS ARE MADE FOR RELOCATING THE PME-11 THE

CONTRACTOR WILL PROPOSE DATES FOR THE POWER SWITCHOVER WITH

CAMP DAWSON POST ENGINEERING AT LEAST 2 WEEKS IN ADVANCE.

A. CONTRACTOR SHALL PLAN ON THIS CHANGEOVER TO BE PREFORMED

ON WEEKENDS/OFF HOURS.

B. OUTAGE(S) WILL NOT EXCEED 8 HOURS.

SEQUENCE OF CHANGEOVER OUTAGE

1. CAMP DAWSON PERSONNEL WILL OPEN MAIN FUSED DISCONNECTS FOR POST.

2. CONTRACTOR WILL FINISH ALL PME-11 CONDUIT RUNS IF NOT COMPLETE.

3. CONTRACTOR WILL RELOCATE PME-11.

4. CONTRACTOR WILL PULL BACK 12,470V LINES FEEDING POWER TO THE

EXISTING GENERATOR STATION. FEED INTO RELOCATED PME-11 AND

RE-TERMINATE.

5. CONTRACTOR WILL PLACE NEW FEEDERS FROM THE RELOCATED PME-11 AND

FEED EACH SECTIONALIZER (CIRCUITS A & B)

6. RE-ENERGIZE PME-11 AND BOTH CIRCUITS THROUGH POST.

NOTE: CONTRACTOR IS RESPONSIBLE FOR PROPER PHASING OF ALL CIRCUITS.

CONSTRUCTION SEQUENCING NOTES:

BYPASSING OF EXISTING ATS/GENERATOR STATION

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

D B

C H

D B

D R

B Y:

C R

O N

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

TEST

ED-601

1 DEMOLITION ONE-LINE DIAGRAM

N O

N E-

E D

ED-601

QUAZITE

IN-GROUND

JUNCTION BOX

BASE CIRCUIT A BASE CIRCUIT B

FIBER

CONTROL

CABINET

GENERATOR #2

TRANSFORMER

GENERATOR #2

GENERATOR #1

TRANSFORMER

GENERATOR #1

LOCATED ACROSS

RANGE ROAD.

LOCATED AT

GENERATOR PLANT.

PARALLELING SWITCHGEAR

12,470V 3PHASE

120/208V-3PHASE-4WIRE 200A

PANEL BOARD AND POWER

FEEDER BY ENCLOSURE VENDOR.

EXISTING TO REMAIN

DEMOLITION ITEM

NEW FEEDER IN CONDUIT

LEGEND:

1. PROVIDE NEW CONDUIT FROM EXISTING CONTROL CABINET

TO NEW SWITCHGEAR MASTER CUBICLE.

2. PROVIDE NEW CONDUIT AND WIRE FROM EXISTING UTILITY

PULL BOX TO NEW SWITCHGEAR UTILITY CUBICLE.

3. PROVIDE NEW CONDUIT AND WIRE FROM SWITCHGEAR

GENERATOR CUBICLE TO EXISTING GENERATOR

TRANSFORMER.

4. EXISTING CONDUIT MAY BE REUSED IF IT IS THE CORRECT

SIZE AND QUANTITY REQUIRED FOR NEW ONE-LINE WORK.

INTERCEPT, MODIFY AND EXTEND AS REQUIRED.

5. PROVIDE SPARE CONDUIT STUB-OUT 5'-0" FROM SWITCHGEAR

PAD. PROVIDE TRACER TAPE AND CAP CONDUIT WATERTIGHT.

6. PROVIDE NEW CONDUIT AND WIRE FROM SWITCHGEAR

GENERATOR CUBICLE TO GENERATOR FOR START/STOP

CONTROL CABLING.

7. PROVIDE NEW PARALLELING SWITCHGEAR IN PREFABRICATED

WEATHERPROOF ENCLOSURE. PROVIDE CONCRETE PAD AS

INDICATED ON DRAWING C-521. REFER TO THE

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

8. REINSTALL EXISTING UTILITY JUNCTION BOX WITH PEDESTAL

IN NEW LOCATION. PROVIDE NEW CONDUIT STUB UPS ON THE

ENDS OF EXISTING CONDUITS, CONNECT EXISTING UTILITY

CONDUCTORS TO NEW CONDUCTORS AND EXTEND TO NEW

PARALLEL SWITCHGEAR AS REQUIRED.

9. PROVIDE A DEDICATED 120V-1 PHASE 20A BRANCH CIRCUIT

FROM PANEL BOARD WITHIN ENCLOSURE TO BATTERY

CHARGER.

10. INTERCEPT EXISTING GENERATOR PANEL FEEDER CONDUIT

AND PROVIDE NEW FEEDER CONDUIT AND CONDUCTORS AS

REQUIRED TO SERVE EXISTING GENERATOR PANEL FROM

NEW SWITCHGEAR PANELBOARD AS INDICATED.

11. EXTEND FIBER OPTIC CABLES FROM FIBER CONTROL CABINET

TO NEW SWITCHGEAR ENCLOSURE. RELOCATE CONTACT

CLOSURE EMULATOR TRANSMITTER FROM FIBER CONTROL

CABINET TO NEW SWITCHGEAR ENCLOSURE. EMULATOR WILL

BE REINSTALLED TO TRANSMIT "INHIBIT TRANSFER TO

NORMAL POWER" TO OPERATIONS BUILDING GENERATORS

WHILE NEW SWITCHGEAR UTILITY BREAKER IS OPEN.

12. CONTRACTOR SHALL PROVIDE AND INSTALL FOUR (4) 8" X 11"

ENGRAVED, PHENOLIC, SIGNS FOR RELOCATED PME-11.

EXACT VERBIAGE TO BE DETERMINED BY POST ENGINEER.

13. PROVIDE PANELBOARD WITH 200AMP-3P MAIN CIRCUIT

BREAKER AND BOLT-ON BRANCH CIRCUIT BREAKERS AS

APPROPRIATE.

PROVIDE HACR RATED BREAKERS FOR HVAC UNITS. PROVIDE

100A-2P BREAKERS TO SERVE EXISTING GENERATOR

PANELBOARDS.

PROVIDE DEDICATED 20A-1P BREAKERS FOR LIGHTING AND

RECEPTACLE CIRCUITS.

POLE MOUNTED LIGHTING FIXTURES MAY SHARE A CIRCUIT

WITH HOUSING EXTERIOR LIGHTING FIXTURES.

14. PROVIDE A DUPLEX RECEPTACLE WITHIN FIBER CONTROL

CABINET ON A DEDICATED 20AMP, 120VOLT BRANCH CIRCUIT

FROM PANELBOARD IN PARALLELING SWITCHGEAR

ENCLOSURE.

KEYED NOTES:

M E

5 5

RELOCATED

EXISTING UTILITY

JUNCTION BOX

PREFABRICATED WEATHERPROOF ENCLOSURE

BATTERY CHARGER

FREE STANDING

BATTERY RACK

9 13

T U

RELOCATED

EXISTING

S & C PME-11

MASTER FUTURE

GEN #3 GEN #1 GEN #2 TIE DIST

FUTURE

SEWER

PLANT

UTILITY 75kVA

CPT

BUS

DIFFERENTIAL

RELAY

LINE PT LINE PT LINE PT BUS PT LINE PT

CONTROL

STATION

CONTROL

STATION

CONTROL

STATION

CONTROL

STATION

1200A1200A1200A1200A1200A1200A1200A

1200A

IDENTIFIER

FEEDER SCHEDULE

FROM TO # 0F

CONDUITS

CONDUIT

SIZE WIRE SIZEUSE

A PARALLELING SWITCHGEAR BASE LOAD CIRCUIT B 12,470V POWER 2 5" (3) #4/0 AL 33% CONCENTRIC NEUTRAL 133% INSULATION

B PARALLELING SWITCHGEAR BASE LOAD CIRCUIT A 12,470V POWER 2 5" (3) #4/0 AL 33% CONCENTRIC NEUTRAL 133% INSULATION

C INCOMING POWER SECTIONALIZING CABINET PARALLELING SWITCHGEAR 12,470V POWER 2 5" (3) #4/0 AL 33% CONCENTRIC NEUTRAL 133% INSULATION

D PARALLELING SWITCHGEAR EXISTING CONTROL CABINET COMMUNICATIONS 2 2" (1)12-STRAND MULTI-MODE AND (1)12-STRAND SINGLE-MODE IN MAXCELL INNERDUCT.

E PARALLELING SWITCHGEAR FUTURE GENERATOR #3 12,470V POWER 2 5" NIC

J PARALLELING SWITCHGEAR GEN 1 TRANSFORMER 12,470V POWERL 2 5" (3) #4/0 AL 33% CONCENTRIC NEUTRAL 133% INSULATION

K PARALLELING SWITCHGEAR GEN 2 TRANSFORMER 12,470V POWER 2 5" (3) #4/0 AL 33% CONCENTRIC NEUTRAL 133% INSULATION

M PARALLELING SWITCHGEAR FUTURE GENERATOR #3 COMMUNICATIONS/CONTROL 2 2" NIC

P PARALLELING SWITCHGEAR GENERATOR CONTROLS COMMUNICATIONS/CONTROL 2 2"

Q PARALLELING SWITCHGEAR (PANELBOARD) GENERATOR PANEL 120/240V POWER 1 2" (3)#1, (1) #8 GROUND

R PARALLELING SWITCHGEAR (PANELBOARD) FUTURE GENERATOR #3 120/240V POWER 1 2" NIC

S PARALLELING SWITCHGEAR (PANELBOARD) FUTURE SEWER PLANT 12,470V POWER 2 5" NIC

T EXISTING BASE CIRCUIT A RELOCATED PME-11 12,470V POWER 2 5" (3) #4/0 AL 33% CONCENTRIC NEUTRAL 133% INSULATION

U EXISTING BASE CIRCUIT B RELOCATED PME-11 12,470V POWER 2 5" (3) #4/0 AL 33% CONCENTRIC NEUTRAL 133% INSULATION

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

D B

C H

D B

D R

B Y:

C R

O N

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

E-601

1 NEW ONE-LINE DIAGRAM

O N

E-

N E

G R

E-601

GFCIGFCI

GFCI GFCI

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

D B

C H

D B

D R

B Y:

C R

O N

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

E-501

1 NEW SWITCHGEAR WEATHERPROOF ENCLOSURE PLAN

NOT TO SCALE

1. REFER TO DRAWINGS E-502 AND E-503 FOR

CORRESPONDING VIEWS.

2. CONTRACTOR SHALL FURNISH AND INSTALL

SWITCHGEAR AND WEATHERPROOF EQUIPMENT

HOUSING AS REQUIRED IN THE SPECIFICATIONS AND AS

SHOWN ON THESE DRAWINGS.

3. CONTRACTOR SHALL COORDINATE WITH EQUIPMENT

HOUSING MANUFACTURER TO ENSURE THAT THE

HOUSING AND ALL COMPONENTS COMPLY WITH THE

SPECIFICATIONS AND DRAWINGS.

4. EQUIPMENT HOUSING SHALL BE PROVIDED AS A

COMPLETE, PRE-WIRED, PACKAGED UNIT WHICH

INCLUDES EXHAUST FAN, AC UNITS, LIGHTING FIXTURES,

RECEPTACLES, ETC, AS INDICATED.

5. THE FOLLOWING LIGHTING FIXTURES ARE THE BASIS OF

DESIGN PRODUCTS. THE HOUSING MANUFACTURER MAY

PROVIDE ANY APPROVED EQUAL OR BETTER LIGHTING

FIXTURES.

A. EXTERIOR LED WALPAK: RAB LIGHTING

#SLIM26/PC-120V WITH INTEGRAL PHOTOCELL

FOR AUTOMATIC DUSK-TO-DAWN OPERATION.

B. INTERIOR LED LIGHTING FIXTURES: COLUMBIA

LIGHTING #LXEM-4-40-ML-RFA-E-U-HT.

C. DUAL-HEAD LED EMERGENCY LIGHTING

FIXTURES: HUBBELL / COMPASS LIGHTING

#CU2RC.

D. LED EXIT SIGNS: HUBBELL / COMPASS LIGHTING

#CER WITH NICAD BATTERY BACKUP.

GENERAL NOTES:

BATTERY RACK

WALL MOUNTED

BATTERY CHARGER

120/208V-3PHASE-4WIRE 200A

PANEL BOARD AND POWER

FEEDER BY ENCLOSURE VENDOR.

R E

S W

H G

O F

E-501

D B

C H

D B

D R

B Y:

C R

O N

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

E-502

1 NEW SWITCHGEAR WEATHERPROOF ENCLOSURE EXTERIOR ELEVATIONS

NOT TO SCALE

1. REFER TO DRAWINGS E-501 AND E-503 FOR PLAN AND

CORRESPONDING VIEWS.

2. ALL LIGHTING, RECEPTACLES, EXHAUST FANS, AC UNITS

AND PANELBOARD ARE PREWIRED FROM THE

MANUFACTURER.

GENERAL NOTES:

BATTERY RACK

R E

N S

S W

H G

E-502

D B

C H

D B

D R

B Y:

C R

O N

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

E-503

1 NEW SWITCHGEAR WEATHERPROOF ENCLOSURE EXTERIOR ELEVATIONS

NOT TO SCALE

1. REFER TO DRAWINGS E-501 AND E-502 FOR PLAN AND

CORRESPONDING VIEWS.

2. ALL LIGHTING, RECEPTACLES, EXHAUST FANS, AC UNITS

AND PANELBOARD ARE PREWIRED FROM THE

MANUFACTURER.

GENERAL NOTES:

BATTERY RACK

LOCATED INSIDE

R E

N S

S W

H G

E-503

FUTURE

GEN #3

GEN #1 GEN #2 FUTURE

SEWER

PLANT

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

D B

C H

D B

D R

B Y:

C R

O N

R G

, 2

P D

T R

C H

R R

D J2

O R

C O

R U

O N

O R

C O

R U

O N

E-504

1 NEW SWITCHGEAR ELEVATION

NOT TO SCALE

1. REFER TO DRAWINGS E-501 THROUGH E-503 FOR MORE

INFORMATION.

GENERAL NOTES:

S W

H G

E-504

STATION

CONTROL

STATION

CONTROL

STATION

CIVIL

G-001 COVER SHEET

G-002 GENERAL NOTES, LEGEND, AND DRAWING LIST

GI101 SURVEY CONTROL PLAN

VF101 EXISTING CONDITIONS

VF102 DEMOLITION PLAN

VF103 SITE PLAN

VF104 CROSS SECTIONS

VF105 GRADING PLAN

VF106 EROSION AND SEDIMENT CONTROL PLAN

C-520 GEOMETRY DETAILS

C-521 GEOMETRY DETAILS

C-561 EROSION AND SEDIMENT CONTROL DETAILS

ELECTRICAL

ED-101 ELECTRICAL SITE PLAN DEMOLITION

E-102 ELECTRICAL SITE PLAN NEW SCOPE OF WORK

ED-601 DEMOLITION ONE-LINE DIAGRAM

E-601 NEW ONE-LINE DIAGRAM

E-501 NEW SWITCHGEAR WEATHERPROOF ENCLOSURE PLAN

E-502 NEW SWITCHGEAR WEATHERPROOF ENCLOSURE ELEVATIONS

E-503 NEW SWITCHGEAR WEATHERPROOF ENCLOSURE ELEVATIONS

E-504 NEW SWITCHGEAR ELEVATION

File details come from the government source that posted it. Updated Mar 11, 2026.