S02_Attachment 6_866CM3030 NNC Burial-Expansion Drawings-3.pdf

GENERAL DESCRIPTION

GENERAL NOTES

FLAG NOTES

LEGEND

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IRRIGATION DEMOLITION FLAG NOTES

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Location

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21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 JDL CCT Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath : O

:\IF

S\

NA

TC

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EX

P\

P-

NA

CH

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-E

XP

.D W

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

Ce rt i f ie d Irrigat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S S OC I AT I O

N

3/7/23 33

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ELTER

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CUT AND CAP

MAINLINE

CONNECTION TO

FLOWER WATER

STATION UNIT AND

REMOVE UNIT

IRRIGATION DEMOLITION PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

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21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 JDL CCT Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath : O

:\IF

S\

NA

TC

HE

Z-

EX

P\

P-

NA

CH

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-E

XP

.D W

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

Ce rt i f ie d Irrigat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S S OC I AT I O

N

3/7/23

1" =

20' 0' 10' 20' 40'

20'

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

LEGEND

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NEW 6 FOOT CONCRETE SIDEWALK

VISITOR PARKING

MAINTENANCE

BUILDING

SLAB EL. 253.0

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N

C E

230'+/-

R -P

C

R -P

C

R -P

C

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C

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C

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C

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C

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2" MI

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2" M

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R -P

C

S- F

S- F

S- F

S- F

8%

8%

7.5%

8%

2%

8%

7.3%

250.74

251.00

LP250.25

(252.00) 251.85

LP250.55

251.00

LP250.10

LP249.90

250.14

251.20

8%

250.50

(250.70)

(250.90)

(251.03)

(250.87)

(250.80)

(251.12)

250.35

250.40

251.32 250.60

(251.18)

(251.60)

(251.90)

(251.13)

250.34

251.75

(251.90)

251.75

251.60 250.73

251.44

(252.05) 251.90

252.02

(251.90)

251.04

(251.95)

HP250.75

HP250.50

250.66

250.87 250.54

HP250.30

250.46

250.88

251.84

HP251.70

251.75

251.50

V.I.F.

V.I.F.

V.I.F.

WALK: 252.38

PVMT: 251.88

WALK: 252.50

PVMT: 252.00WALK: 252.13

PVMT: 252.13

WALK: 252.13

PVMT: 252.13

2%

MIN.

2%

MIN.

251.95251.95

252.02

252.02

(248.00)

247.75

(247.45) 247.20

(246.82) 246.57

(246.57) 246.32

(246.32) 246.07

(246.07) 245.82

(245.82) 245.57

(245.57) 245.32

(245.57)

245.32

A

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250252

A

1.5"

1.5"

- 1.5"

1.5"

- 1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

EXISTING

SPRAY

1.5"

1.5"

- 1.5"

1.5"

- 1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

1.5"

EXISTING

SPRAY

2"

2"

1.5"

1.25"

1"

2"

2"

1"

1.5"

1.25"

1"

2"

1"

1"

2" 1.25"

1"

1.25"

1"

1"

1"

1.5" 1.25"

1"

2"

2"2"

1.5"

1.5"

1.25"

1"

2"

2"

1"

1"

1.5"

1.25"

1.25"

1"

1"

1"

2"

1.5"

1.25"

1"

1.5"

1"

1"

1"

2"

1.25"

1.5"

1.5"

1.25"

1" 1"

1" 1"

2"

1"

1.5"

1.5"

1.25"

1"

2"

1"

1.5"

1.25"

1"

2"

2"

1"

1.5"

1" 1.25"

2"

1"

1"

2"

1"

1"

1.25"

1"

2"

2"

1.5"

1.25"

1"

2"

2"

1"

1.5"

1.25"

1"

2"

1"

1"

2" 1.25"

1"

1.25"

1"

1"

1"

1.5" 1.25"

1"

2"

2"2"

1.5"

1.5"

1.25"

1"

2"

2"

1"

1"

1.5"

1.25"

1.25"

1"

1"

1"

2"

1.5"

1.25"

1"

1.5"

1"

1"

1"

2"

1.25"

1.5"

1.5"

1.25"

1" 1"

1" 1"

2"

1"

1.5"

1.5"

1.25"

1"

2"

1"

1.5"

1.25"

1"

2"

2"

1"

1.5"

1" 1.25"

2"

1"

1"

2"

1"

1"

1.25"

1"

Q

Q

F

F

G

G

G

G

MF

Q

Q

Q

Q

Q

Q

Q

Q

Q

F

F

G

G

G

G

MF

Q

Q

Q

Q

Q

Q

Q

REMOVE EXISTING PRESSURE VACUUM

BREAKER AND REPLACE WITH REDUCED

PRESSURE ZONE DEVICE.

IRRIGATION DISTRIBUTION PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

JUNE 7, 2024 JDL CCT Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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TA

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\20

-0

3-

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

Ce rt i f ie d Irrigat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S S OC I AT I O

N

3/7/23

1" =

20' 0' 10' 20' 40'

20'

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

LEGEND

Q

IR

IR

R

R

A

Q

S

F

G

M

F

JStilan Text Box

MARCH 7, 2023

JStilan Text Box Scope Revision & Clarification

JStilan Text Box 6/7/2024

1 ISOLATION GATE VALVE

ASSEMBLY N.T.S. 2 QUICK COUPLER VALVE ASSEMBLY

ASSEMBLY N.T.S. 3 DECODER CABLE FUSE

ASSEMBLY N.T.S.

4 REMOTE CONTROL VALVE

ASSEMBLY N.T.S.

IRRIGATION DETAILS 1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 JDL CCT Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath : O

:\IF

S\

NA

TC

HE

Z-

EX

P\

P-

NA

CH

EZ

-E

XP

.D W

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

Ce rt i f ie d Irrigat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S S OC I AT I O

3/7/23 36

1 POP-UP ROTOR

ASSEMBLY N.T.S. 2 ROTOR DOUBLE SWING JOINT

ASSEMBLY N.T.S. 3 POP-UP SPRAY

ASSEMBLY N.T.S.

4 SPRINKLER PLACEMENT

DETAIL N.T.S.

54" MIN.

4'-9"

2'-9"

54" MIN.

3'

IRRIGATION DETAILS 2

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 JDL CCT Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath : O

:\IF

S\

NA

TC

HE

Z-

EX

P\

P-

NA

CH

EZ

-E

XP

.D W

G

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

Ce rt i f ie d Irrigat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S S OC I AT I O

3/7/23 37

1 FLOWER WATER STATION

ASSEMBLY N.T.S.

IRRIGATION DETAILS 3

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 JDL CCT Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath : O

:\IF

S\

NA

TC

HE

Z-

EX

P\

P-

NA

CH

EZ

-E

XP

.D W

G

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

Ce rt i f ie d Irrigat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S S OC I AT I O

N

3/7/23 38

EQUIPMENT LIST

COPPER PIPE (REFER TO MEP PLANS). MAKE NECESSARY CONNECTION

TO BOOSTER PUMP.

CONCRETE FLOOR - SECURE BOOSTER PUMP TO CONCRETE FLOOR PER

BOOSTER PUMP MANUFACTURER'S GUIDELINES

PREFABRICATED BOOSTER PUMP. ITEMS INCLUDE BUT NOT LIMITED TO:

· CONTROL PANEL (SHIPPED LOOSE): REMOTE MOUNTED, SERVICE

DISCONNECT, FORCE AIR COOLED VARIABLE FREQUENCY DRIVE,

SWITCH GEAR

· 2 HP PUMP AND MOTOR

· CHECK VALVES

· PRESSURE TRANSDUCER

· BY PASS VALVE

· FLOW SENSOR

· TEMPERATURE SENSOR

· PRESSURE GAUGE

· PAINTED STEEL SKID

· THREAD-O-LET AT INLET AND OUTLET

· DRAIN PLUGS

NOTES:

1. PROVIDE SHOP DRAWING OF BOOSTER PUMP FOR APPROVAL PRIOR TO

CONSTRUCTION.

2. BOOSTER PUMP TO BE TESTED IN FACTORY PRIOR TO SHIPMENT TO SITE.

MANUFACTURER TO PROVIDE TESTING RESULTS TO OWNER'S

REPRESENTATIVE.

3. PUMP MANUFACTURER'S REPRESENTATIVE MUST BE PRESENT DURING

INSTALLATION AND START UP.

4. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL FIELD CONDITIONS

PRIOR TO ORDERING BOOSTER PUMP.

5. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

6. BOOSTER PUMP TO MAINTAIN DISCHARGE PRESSURE (PRESSURE START,

FLOW STOP).

7. REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

PLAN VIEW

ITEMS WITHIN DASHED

LINE ARE INCLUDED WITH

PREFABRICATED BOOSTER

PUMP (ALSO INCLUDES REMOTE

MOUNTED DISCONNECT AND CONTROL PANEL)

A

WATERTRONICS

psi

PSI

WATERTRONICS

42" MIN.

SEE LOCAL

NEC CODE

REMOTE MOUNTED

HIGH VOLTAGE DISCONNECT

AND CONTROL PANEL BOARD

±3'

±3'

±1'-2"

PANEL TO BE MOUNTED WITHIN 25' LINE OF SIGHT OF PUMP

2'-11"

BASE

4'-4"

BASE

2"+/- 111

2"+/-

+/-2'-2"

+/-9"

FLOW

FLOW

ITEMS WITHIN DASHED

LINE ARE INCLUDED WITH

PREFABRICATED BOOSTER

PUMP (ALSO INCLUDES REMOTE

MOUNTED DISCONNECT AND CONTROL PANEL)

CONCRETE ANCHOR

TYPICAL (4) LOCATIONS

SECTION VIEW

A

A

A A

B

B

B

C

C

C

DISCONNECT

CONTROL PANEL

DISCONNECT

CONTROL PANEL

NOTES:

1. FURNISH FITTINGS AND PIPING SIZED IDENTICALLY WITH NOMINAL BACKFLOW

PREVENTION DEVICE.

2. SUBMIT SHOP DRAWINGS SPECIFYING ENCLOSURE SIZE AND SHOWING

RELATIVE LAYOUT OF EQUIPMENT.

A

B

C

D

E F

G

H I J

K

A. BACKFLOW PREVENTER ENCLOSURE (SIZE

AS NECESSARY)

B. BACKFLOW PREVENTION DEVICE

C. C x M COPPER ADAPTER (1 OF 2)

D. TYPE K COPPER PIPE (TYPICAL) (LENGTH AS

REQUIRED)

E. CL200 PVC PIPE SLEEVE (1 OF 2)

F. 4" THICK CONCRETE PAD 6" LARGER IN ALL

DIMENSIONS THAN ENCLOSURE

G. FINISH GRADE/TOP OF MULCH

H. COPPER FEMALE ADAPTER

I. SCH 40 PVC MALE ADAPTER

J. PVC MAINLINE

K. TYPE K COPPER PIPE

2 BACKFLOW PREVENTION DEVICE

ASSEMBLY N.T.S. 3 BOOSTER PUMP

ASSEMBLY N.T.S.

1 MASTER VALVE

ASSEMBLY N.T.S. 2 FLOW SENSOR

ASSEMBLY N.T.S.

IRRIGATION DETAILS 4

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 JDL CCT Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

Ce rt i f ie d Irrigat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S S OC I AT I O

N

3/7/23 39

A

B C

D

E

F G

H

I

JK

A. TRACING WIRE

B. 12" VALVE BOX WITH COVER

C. FINISH GRADE/TOP OF MULCH

D. SENSOR DECODER

E. WIRE SPLICE, TYPICAL

F. FLOW SENSOR

G. TWO WIRE CABLE

H. FILTER FABRIC

I. PVC PIPE

J. BRICK (1 OF 4)

K. 3" MINIMUM DEPTH OF 3/4"

WASHED GRAVEL

L. INSTALL SENSOR ROTATED

BETWEEN 60° AND 90° FOR

BEST PERFORMANCE

NOTES:

1. ALLOW 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF

STRAIGHT RUN OF PIPE TO ACHIEVE PROPER FLOW REGIME.

2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO

SECURE FABRIC TO PIPE AND VALVE BOX.

3. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.

4. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF SENSOR ASSEMBLY.

L

FLOW

A

B

C

D

E

F

G

H I

J

K L

MN

A. VALVE BOX WITH COVER ( SIZE TO ALLOW FOR A

MINIMUM OF 6" OF SPACE ON ALL SIDES )

B. FINISH GRADE

C. WIRE SPLICE

D. SOLENOID WIRES

E. DECODER

F. TRACING WIRE

G. MASTER VALVE

H. VAN STONE STYLE PVC FLANGE (1 OF 2)

I. FILTER FABRIC

J. PVC MAINLINE

K. TWO-WIRE CABLE

L. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

M. BRICK (1 OF 4)

N. CONCRETE SUPPORT BLOCK

NOTES:

1. INSTALL DECODER PER MANUFACTURER'S GUIDELINES.

2. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE A MINIMUM CLEARANCE OF 6" ABOVE ASSEMBLY.

3. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE MASTER VALVE.

4. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX.

5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.

6. POSITION VALVE BOX OVER MASTER VALVE TO ALLOW ACCESS TO SOLENOID.

7. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY.

JStilan

MARCH 7, 2023

SE501

A B

6'-6"

'-0

4'-6"

1'-0" 1'-0"

1' -0

9"

'-6

9"

1' -0

20'-0"

SE501

SCALE:1

SPREAD FOOTING

FOUNDATION PLAN

1/4" = 1'-0"

SE501

'-0

28'-0"

1' -2

'-7

2' -3

4'-0" 24'-0"

A B

1'-6"

1' -6

SE501

SCALE:2 SLAB PLAN

1/4" = 1'-0"

7/ 8"

2' -7

/8

6'

-1

/8

2' -7

/8

1' -1

/8

1" 5'-1 1/4"

A B

SCALE:3 SHED ROOF FRAMING PLAN

1/4" = 1'-0"

STRUCTURAL NOTES AND PLANS

SHELTER

SE101

42 47

RIDALK

SHEET NOTES:

1. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BOTH

ON PLANS AND IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

2. IDENTIFYING ANY CONFLICT AND/OR DISCREPANCY,

REPORTING SUCH CONFLICT AND DISCREPANCY TO THE COR

PRIOR TO AND DURING CONSTRUCTION.

3. USE PLAN DIMENSIONS. DO NOT SCALE FROM DRAWINGS.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GRITY FEDERA

L

SERV I CES

KEY NOTES:

1. 24" WIDE x 24" DEEP CONTINUOUS FOOTING

2. 12" WIDE x 24" DEEP CONTINUOUS FOOTING

3. 24" DIAMETER x 24" DEEP AUGERED FOOTING

4. 5" CONCRETE SLAB WITH (1) #4 AT 18" ON CENTER EACH WAY.

CENTERED IN SLAB

5. SLAB EDGE

6. 5" WIDE x 4" HIGH CURB.

7. CMU WALL AND COLUMNS, DESIGN BY SHELTER SUPPLIER

8. COLD FORMED STEEL TRACK FASTENED TO CMU WALL

9. COLD FORMED ROOF JOISTS AT 24" ON CENTER, MAXIMUM 6"

DEEP

10. COLD FORM STEEL STUD WALL

N

0'

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

8'4'2'

DESIGN CRITERIA

APPLICABLE CODES & STANDARDS:

1. INTERNATIONAL BUILDING CODE - 2018 EDITION.

2. ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES.

3. AISC STEEL CONSTRUCTION MANUAL- 15TH EDITION.

4. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE.

5. ACI 301-16 SPECIFICATIONS FOR STRUCTURAL CONCRETE.

6. TMS 402/602 BUILDING CODE REQUIREMENTS AND SPECIFICATIONS

FOR MASONRY CONSTRUCTION

DESIGN LOADS

1. DEAD LOADS:

ROOF 20 PSF

FLOOR 125 PSF

2. LIVE LOADS:

FLOOR 115 PSF

3. SNOW LOADS:

GROUND SNOW LOAD, Pg 30 PSF

TERRAIN CATEGORY D

EXPOSURE FACTOR, Ce 0.80 THERMAL FACTOR, Ct 1.10 IMPORTANCE FACTOR, Is 1.10 FLAT ROOF SNOW LOAD, Pf 13.6 PSF SLOPE FACTOR, Cs 1.00 SLOPED ROOF SNOW LOAD, Ps 13.6 PSF MINIMUM SNOW LOAD, Pm 22.0 PSF

4. WIND LOADS:

BASIC WIND SPEED (3 SECOND GUST) 120 MPH

RISK CATEGORY III

WIND DIRECTIONALITY FACTOR, Kd 0.85

EXPOSURE CATEGORY C

TOPOGRAPHICAL FACTOR, Kzt 0.85

GUST EFFECT FACTOR 0.85

ENCLOSURE CLASSIFICATION ENCLOSED

INTERNAL PRESSURE COEFFICIENT, GCpi +/-0.18 VELOCITY PRESSURE COEFFICIENT. Kh/Kz 0.85 (EXP. C)

5. SEISMIC LOADS:

SHORT PERIOD ACCELERATION, SS 19.9%

ONE SECOND ACCELERATION, S1 6.3%

SITE CLASS D

RISK CATEGORY III

IMPORTANCE FACTOR, IE 1.25

SEISMIC DESIGN CATEGORY B

GENERAL NOTES

1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH OTHER

DRAWINGS. COORDINATE THE WORK OF OTHER DISCIPLINES,

INCLUDING BUT NOT LIMITED TO: THE REQUIREMENTS FOR SLEEVE

INSERTS, HOLES, HANGERS AND ANCHORS.

2. ALL BUILDING ELEVATIONS ARE GIVEN AS REFERENCE ELEVATIONS TO

THE FINISHED FIRST FLOOR ELEVATION.

3. VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE JOB SITE.

4. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DRAWINGS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR) PRIOR TO

BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

5. ALL STRUCTURAL WORK AND MATERIALS SHALL CONFORM TO THE

REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

6. DO NOT SCALE DRAWINGS.

7. FOR ADDITIONAL INFORMATION, REFER TO INDIVIDUAL SHEETS FOR

EACH FLOOR, STRUCTURE OR FACILITY.

8. THE CONTRACTOR IS TO ACCEPT FULL RESPONSIBILITY FOR THE

STABILITY AND STRUCTURAL INTEGRITY OF THE EXISTING

STRUCTURES WITHIN AND ADJACENT TO THE WORKS.

9. WHERE CERTAIN FEATURES ARE NOT FULLY SHOWN OR DETAILED ON

THE CONTRACT DOCUMENTS, THEIR CONSTRUCTION IS OF THE SAME

CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE FULLY SHOWN OR

DETAILED.

10. DETAILS NOTED AS 'TYPICAL' APPLY NOT ONLY WHERE SPECIFICALLY

INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE

THE NATURE OF THE CONSTRUCTION REQUIRE THEIR USE. DETERMINE

APPLICABILITY OF TYPICAL DETAILS FROM THE SIMILARITY OF A

CONSTRUCTION.

11. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE

FINISHED STRUCTURE. PROVIDE ALL TEMPORARY GUYING AND

BRACING REQUIRED TO HOLD THE STRUCTURE IN PROPER ALIGNMENT

UNTIL ALL STRUCTURAL WORK, INCLUDING CONNECTIONS, IS

COMPLETE. THE ANALYSIS, DESIGN, SAFETY, ADEQUACY, AND

INSPECTION OF ERECTION BRACING, SHORING, FORMWORK, AND

OTHER TEMPORARY SUPPORTS ARE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

12. CONSTRUCTION MEANS, METHODS, TECHNIQUE, SEQUENCES AND

SUPERVISION OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

13. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS

SHOP DRAWINGS UNDER ANY CIRCUMSTANCES.

14. ALL DIMENSIONS ARE OUT TO OUT OF STRUCTURAL ELEMENTS AND DO

NOT INCLUDE THE ARCHITECTURAL TREATMENTS SUCH AS PLASTER,

CONCRETE AND MASONRY AND OPENINGS THAT ARE INDICATED ON

THE FACILITY DRAWINGS MAY VARY WITH THE EQUIPMENT PROVIDED.

15. THE CONTRACTOR SHALL COORDINATE OPENING REQUIREMENTS WITH

ALL DISCIPLINES.

16. MANUFACTURERS AND MODEL NUMBERS ARE LISTED TO ESTABLISH

REQUIRED QUALITY CHARACTERISTICS AND MATERIALS FOR ITEMS TO

BE PROVIDED. THEY ARE NOT INTENDED TO LIMIT COMPETITION. AN

APPROVED EQUAL PRODUCT MAY BE CONSIDERED AS APPLICABLE.

ABBREVIATIONS

BP BASE PLATE

BR BRACING

BCF BEAM- COLUMN- FLANGE

BCW BEAM - COLUMN- WEB

A. BLOCK

BOT. BOTTOM

BOW BOTTOM OF WALL

C CENTERLINE

CBB COLUMN - BEAM - BRACE

CL CLEARANCE

CMU CONCRETE MASONRY UNIT

CONN. CONNECTION

CONT. CONTINUOUS

DIA. DIAMETER

DN. DOWN

EA. EACH

ELEV. ELEVATION

FDN FOUNDATION

FF FINISHED FLOOR ELEVATION

FG FINISHED GRADE ELEVATION

GA GAUGE

GFT GROUND FIXED TILT

GP GUSSET PLATE

I MOMENT OF INERTIA (IN^4)

MAX MAXIMUM

MFA. MANUFACTURER

MIN MINIMUM

MPH MILES PER HOUR

O.C. ON CENTER

PROJ. PROJECTION

PL PLATE

PSF POUNDS PER SQUARE FOOT

TOC TOP OF CONCRETE ELEVATION

TOS TOP OF STEEL ELEVATION

TOW TOP OF WALL

T&B TOP AND BOTTOM

TH. THICK

TYP. TYPICAL

SDI STEEL DECK INSTITUTE

S SECTION MODULUS (IN^3)

WWF WELDED WIRE FABRIC

7 MARCH 23

rday RID CO Seal

5" CONCRETE SLAB

NON SHRINK GROUT

12" WIDE x 24" DEEP

CONTINUOUS FOOTING

24" WIDE x 24" DEEP

CONTINUOUS FOOTING

24" Ø x 24" DEEP

AUGERED FOOTING

CL CL

(1) #3 TIE AT 12"

ON CENTER.

(6) #5 CONTINUOUS

(1) #3 TIE AT 12"

ON CENTER.

(4) #5 CONTINUOUS

(1) #3 CONTINUOUS

IN CURB

PLACE CURB

MONOLITHICALLY

WITH SLAB

1/2" EXPANSION JOINT

MATERIAL

#4 CLOSED TIES @ 10"

ON CENTER

(6) #5 VERTICAL

COMPACTION & BACKFILL

PER GEOTECHNICAL

RECOMMENDATIONS.

STEEL POST BY SHELTER

SUPPLIER

NON SHRINK GROUT

1/2" EXPANSION JOINT

MATERIAL

STEEL POST BY SHELTER

SUPPLIER

SCALE:1 FOUNDATION SECTION

1/2" = 1'-0"

100'-0"

TOP OF SLAB

SCALE:3 ANCHORAGE DETAIL

1/2" = 1'-0"

CL

CL

10"

1" 4"

4" 1"

1" 4" 4" 1"

PL 10"x10"x1/2"

BY SHELTER SUPPLIER

5x5 HOLLOW

STRUCTURAL SECTION

BY SHELTER SUPPLIER

CONCRETE SLAB

HEAVY HEX NUT

WITH 14" PLATE WASHER

(4) 3/4" Ø F1554 GRADE 36

ANCHOR BOLT

1' -0

1/ 2"

NON SHRINK GROUT

NOTE: BASE PLATE IS AN EXEMPLAR.

ACTUAL PLATE MAY VARY.

5" CONCRETE SLAB

12" WIDE x 24" DEEP

CONTINUOUS FOOTING

(1) #3 TIE AT 12"

ON CENTER.

(4) #5 CONTINUOUS

SCALE:2 FOUNDATION SECTION

1/2" = 1'-0"

12" WIDE x 24" DEEP

CONTINUOUS FOOTING

(1) #3 TIE AT 12"

ON CENTER.

(4) #5 CONTINUOUS

(1) #3 CONTINUOUS

IN CURB

PLACE CURB

MONOLITHICALLY

WITH SLAB

(1) #3 CONTINUOUS

IN CURB

PLACE CURB

MONOLITHICALLY

WITH SLAB

CL CL

COMPACTION & BACKFILL

PER GEOTECHNICAL

RECOMMENDATIONS.

NON SHRINK GROUT

(1) #5 BAR TO MATCH

VERTICAL WALL

REINFORCING. BENT AS

SHOWN

SCALE:4 CMU WALL PLAN AND ELEVATION

1/2" = 1'-0"

#5 DOWELS SPACED TO

MATCH CMU REINFORCING

PROVIDE HORIZONTAL JOINT LADDER

REINFORCING AT 16" OC.

USE PREFABRICATED CORNERS

AT WALL CORNERS.

CL CL

(1) #5 VERTICAL AT 32" ON CENTER

6' -8

(1) #5 VERTICAL AT 32" ON CENTER

(1) #5 HORIZONTAL AT

BOND BEAM

8"

48"

" M

IN

STRUCTURAL DETAILS - SHELTER

SE501

43 47

RIDALK

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath : P

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D1 -2

1 I

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.D

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GRITY FEDERA

L

SERV I CES

0'

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

4'2'1'

7 MARCH 23

rday RID CO Seal

GENERAL NOTES

PC

#4

EX OR CX

ST-4

SL

UF

4P

K

(2#12+#12 GRD)1/2"C

P1-1

WP

GFI

15A

A

FUTNG-1

A1,3

KWH

M

M

350 AT

400 AF

30A 2P

ELECTRICAL POWER LEGEND

J

X

PRIMARY DISTRIBUTION LEGEND SECONDARY DISTRIBUTION LEGEND

EXTERIOR ELECTRICAL LEGEND

UNDERGROUND ELECTRICAL FEEDER - QUANTITY,

SIZE, AND VOLTAGE RATING OF PHASE AND NEUTRAL

CONDUCTORS AS INDICATED

ELECTRICAL ABBREVIATIONS

DUPLEX RECEPTACLE - 2P,3W GROUNDING TYPE RECEPTACLE, 125V, NUMERAL

ADJACENT IDENTIFIES CURRENT RATING IN AMPS (NO DESIGNATION INDICATES

20A) GFI INDICATES DEVICE WITH INTEGRAL GROUND FAULT PROTECTION, WP

INDICATES WEATHERPROOF, UPS INDICATES SURGE PROTECTIVE (TVSS)

RECEPTACLE SOURCE BACKED BY UPS.

BRANCH CIRCUIT AND FEEDER WIRING. ARROWS AND LETTER/NUMERALS

IDENTIFY ABV. GRADE HOME-RUN CIRCUITS. ALL CONDUIT SHALL CONTAIN A

GREEN INSULATED GROUND WIRE SIZED IN ACCORDANCE WITH 2005 NEC TABLE

250.122, UNLESS OTHERWISE NOTED.

2P, 3W GROUNDING TYPE RECEPTACLE - 125V, CONVENTIONAL DUPLEX, NEMA 5-20R.

RECEPTACLE COVERPLATE SHALL BE PROVIDED WITH LABEL STATING "COMPUTER".

X: "EM"-CONNECTED TO EMERGENCY CIRCUIT, "NR"-CONNECTED TO NORMAL CIRCUIT.

GENERAL LEGEND

CONTROL INTERFACE OR OPERATING RELATIONSHIP BETWEEN

2 OR MORE DEVICES (KEY INTERLOCK BETWEEN SWITCHES)

DASHED LINES UNDERGROUND (UNLESS OTHERWISE NOTED)

NEW

AREA DEMOLITION (GENERAL)

OVERHEAD ELECTRIC DEMOLITION

UNDERGROUND ELECTRIC DEMOLITION

KEY NOTES

MOLDED CASE CIRCUIT BREAKER, FIXED TRIP. THREE POLE

UNLESS DESIGNATED '1P' OR '2P'

MOLDED CASE CB OF A GIVEN FRAME SIZE WITH

ADJUSTABLE TRIP SETTINGS

MOTOR - EQUIPMENT SCHEDULE IDENTIFICATION AS

SHOWN.

DISCONNECT SWITCH, SIZE AND TYPE AS INDICATED IN

SCHEDULE.

MOTOR STARTER, TYPE AND SIZE AS INDICATED IN

SCHEDULE.

COMBINATION STARTER W/ EXTERNALLY OPERATED

DISCONNECT.

UNDERGROUND DUCT LINE, CONCRETE ENCASED NUMERAL INDICATES QUANTITY

OF DUCTS (4" MIN. IF NOT IDENTIFIED, FOR COMM. TYP, 5" FOR ELEC. TYP.) LETTER

"P" INDICATES ELECTRICAL POWER LINE, "C" A COMMUNICATIONS TYPE LINE.

MANHOLE OR HANDHOLE - NUMBER DESIGNATION AS

INDICATED: E - ELECTRICAL, C - COMMUNICATION

GROUNDING SYSTEM - ELECTRODE AND CONDUCTOR

(BARE COPPER) - SIZE AS INDICATED

STREET LIGHTING FIXTURE, FIXTURE TYPE AS NOTED FUT - INDICATES FUTURE

LIGHTING FIXTURE LOCATION "NG-1" - POWER SOURCE (PANEL AND CIRCUIT NO.)

STREET LIGHTING FIXTURE, FIXTURE TYPE AS NOTED 1,3 - INDICATES CIRCUIT

NUMBER

KILOWATT HOUR METER

NEW WORK

EXISTING

VARIABLE FREQUENCY DRIVE

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

NORMALLY CLOSED MOMENTARY PUSHBUTTON

NORMALLY OPEN MOMENTARY PUSHBUTTON

POWER DISTRIBUTION PANEL WITH MAIN CIRCUIT BREAKER

CONDUIT RUN - SCHEMATIC DIAGRAM

CONDUIT SIZE

QUANTITY OF GROUND WIRES

QUANTITY OF PHASE AND NEUTRAL WIRES

CONTACTOR

LIGHTING CONTROL CABINET

CONDUIT TURNING TOWARD VIEWER

CONDUIT TURNING AWAY FROM VIEWER

CEILING MOUNTED DUPLEX RECEPTACLE OUTLET

FLOOR DUPLEX RECEPTACLE OUTLET

FLOOR DOUBLE DUPLEX RECEPTACLE OUTLET

JUNCTION BOX, 4" SQUARE UNLESS NOTED OTHERWISE

SECONDARY UNDERGROUND FEEDER, DIRECT BURIAL DUCT LINE

STREET LIGHTING, DIRECT BURIAL DUCT LINE

ELECTRICAL EQUIPMENT IN PAD MOUNTED CABINET OR EQUIP.

ASSEMBLY - TYPE AND NUMBER DESIGNATION AS INDICATED:

ST-4, - SWITCH STATION NUMBER 4

SEC, - SECONDARY RACK MOUNTED EQUIPMENT

CONDUIT STUB-OUT

PHOTOELECTRIC CONTROL RELAY

ELECTRICAL POWER DISTRIBUTION POLE

POLE NUMBER

GUY WIRE

EXISTING PAD MOUNTED TRANSFORMER

ELECTRIC METER

CONCRETE PAD MOUNTED TRANSFORMER INSTALLATION

ANSI (C84.1) VOLTAGE CONFIGURATION AS INDICATED.

A-AMP AMPERE

ABV ABBREVIATION

AL ALUMINUM

AIC AMPS INTERRUPTING CAPACITY (SYM RMS)

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AS AMMETER SWITCH

AWG AMERICAN WIRE GAGE

AUX AUXILIARY

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

CL CENTER LINE

CONC CONCENTRIC

CONT CONTINUOUS

COR CONTRACTING OFFICER'S REPRESENTATIVE

CPT CONTROL POWER TRANSFORMER

CT CURRENT TRANSFORMER

CU COPPER

DET DETAIL

DIM DIMENSION

DISC DISCONNECT

DWG DRAWING

E EAST

ELEC ELECTRICAL OR ELECTRIC

ENCL ENCLOSURE

ENT ENTRANCE

EQUIP EQUIPMENT

EXC EXCAVATE

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

FDN FOUNDATION

FIG FIGURE

FIN FINISH

FLEX FLEXIBLE

FUT FUTURE

GFI GROUND FAULT CIRCUIT INTERRUPTER

GND OR GRD GROUND

G.O. GANG OPERATED

GOVT GOVERNMENT

GRC GALVANIZED RIGID STEEL CONDUIT

HID HIGH INTENSITY DISCHARGE

HMI HUMAN-MACHINE INTERFACE

J-BOX JUNCTION BOX

K KEY

KCMIL KILO CIRCULAR MIL

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATT

KWH KILOWATT HOURS

KVAR KILOVOLT AMPERES REACTIVE

LTG LIGHTING

MGB MAIN GROUNDING BUSBAR

MH MANHOLE

MSS MAIN SWITCH STATION

MTD MOUNTED

N NORTH

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELEC MANUFACTURES ASSOC,

NIC NOT IN CONTRACT

NIPRNET NONCLASSIFIED INTERNET PROTOCOL

ROUTER

NO NORMALLY OPEN, NUMBER

OD OUTSIDE DIAMETER

O.C.A. ON CENTER

PART PARTIAL

PNL PANEL

PF POWER FACTOR

PFCS POWER FACTOR CORRECTION STATION

PH PHASE

PSS PRIMARY SWITCH STATION

PVC POLYVINYL CHLORIDE

RCPT RECEPTACLE

REF REFERENCE

REQD REQUIRED

S SOUTH

SEC SECONDARY

SIPRNET SECRET INTERNET PROTOCOL ROUTER

NETWORK

SPEC SPECIFICATIONS

ST SWITCH STATION

SWGR SWITCHGEAR

SYM SYMMETRICAL

SYS SYSTEM

TEL TELEPHONE

TGB / TGBB TELECOM GROUNDING BUSBAR

TR TELECOMMUNICATION ROOM

TYP TYPICAL

UG UNDERGROUND

UPS UNINTERRUPTIBLE POWER SUPPLY

URD UNDERGROUND RESIDENTIAL DISTRIBUTION

V VOLT

VA VOLT AMPERE

W WEST

W/ WITH

WP WEATHERPROOF

WPF WATERPROOF

XMFR TRANSFORMER

LIGHTING AND APPLIANCE TYPE PANELBOARD. - SURFACE MOUNTED

SPECIAL RECEPTACLE, PROVIDE RECEPTACLE CONFIGURATION NOTEDVFD

3# 2/0,15KV + #2/0,600V N

(NOT ALL ABBREVIATIONS REQUIRED FOR THIS PROJECT)

EXISTING

UPS

A A

A A

AA

A

A

A A

LIGHTING SYMBOLS

SUSPENDED MTD. CAN LIGHTS. UPPER CASE LETTER

IDENTIFIES FIXTURE TYPE. DARKENED AREA INDICATES

EMERGENCY POWERED.

WALL MOUNTED COMPACT FLUORECENT, LED OR H.I.D.

LUMINAIRE, UPPER CASE LETTER IDENTIFIES FIXTURE

TYPE. DARKENED AREA INDICATES EMERGENCY

POWERED.

RECESS MOUNTED LED FIXTURE. UPPER CASE LETTER

DESIGNATES THE FIXTURE TYPE. DARKENED AREA

INDICATES EMERGENCY POWERED.

SURFACE MOUNTED LED FIXTURE W/ UPPER CASE LETTER

DESIGNATES THE FIXTURE TYPE. DARKENED AREA

INDICATES EMERGENCY POWERED.

WALL(SURFACE) MOUNTED LED FIXTURE W/ LENS. UPPER

CASE LETTER DESIGNATES THE FIXTURE TYPE. DARKENED

AREA INDICATES EMERGENCY POWERED.

2'X4' RECESS MOUNTED LED FIXTURE. UPPER CASE

LETTER DESIGNATES THE FIXTURE TYPE. DARKENED AREA

INDICATES EMERGENCY POWERED.

STRIP LIGHT LED FIXTURE W/ UPPER CASE LETTER

DESIGNATES THE FIXTURE TYPE. DARKENED AREA

INDICATES EMERGENCY POWERED.

SINGLE POLE SWITCH, 48" AFF

PHOTOSENSOR FOR DAYLIGHTING CONTROL

A

A

A A

PS

1. ALL PANELS SHOWN IN BOLD ARE BEING MODIFIED OR

REPLACED. PANELS SHOWN IN LIGHT COLOR ARE FOR

REFERENCE BUT ARE NOT A PART OF THIS PROJECT.

2. CONTRACTOR TO CLEAN ALL AREAS OF WORK UPON

COMPLETION, INCLUDING BUT NOT LIMITED TO: ALL EXISTING

EQUIPMENT, FIXTURES, LIGHTS, WINDOWS, BLINDS, AND

REGISTERS.

3. CONTRACTOR ENCOURAGED TO VISIT ALL AREAS OF WORK,

INCLUDING WALKING THE SITE, MEASURING EXISTING

DIMENSIONS AND OBSERVING EXISTING CONDITIONS BEFORE

BIDDING WORK, ORDERING MATERIALS, AND/OR STARTING

ANY CONSTRUCTION WORK.

4. UNLESS NOTED OTHERWISE, ALL MATERIALS TO BE REMOVED

SHALL BE THE PROPERTY OF THE CONTRACTOR. DISPOSE OF

ALL WASTE MATERIAL IN APPROVED MANNER AND LOCATION,

COORDINATE MATERIALS FOR SALVAGE AND RECYCLING

WITH COR. THE CONTRACTOR SHALL USE ONLY DESIGNATED

PATHWAYS AS ESTABLISHED BY THE VA OR NCA TO REMOVE

ITEMS AND MATERIALS FROM THE PROJECT BUILDING AND

SITE.

5. CONTRACTOR TO COMPLETE WORK DURING BUSINESS

HOURS WHENEVER POSSIBLE. COORDINATE WITH COR FOR

ACCEPTABLE WORK HOURS. THE WORK IS TO NOT

INTERFERE WITH FACILITY OPERATIONS. THOSE AREAS THAT

NEED TO BE COMPLETED AFTER HOURS TO BE COORDINATED

WITH COR.

6. CONTRACTOR TO USE ONLY APPROVED STAGING AREA FOR

STORAGE OF CONSTRUCTION MATERIALS.

7. THE EXTENT OF DEMOLITION AND RENOVATION WORK AS

INDICATED IN THESE DRAWINGS SHALL BE REVIEWED AND

COORDINATED WITH THE VA COR PRIOR TO THE

COMMENCEMENT OF WORK IN ORDER TO DETERMINE THE

FULL EXTENT OF WORK TO BE PERFORMED BY THE

CONTRACTOR.

8. PROCEED WITH CARE AND CAUTION DURING DEMOLITION TO

AVOID AND MINIMIZE DAMAGE TO EXISTING CONSTRUCTION,

MATERIALS, SYSTEMS AND FINISHES TO REMAIN.

9. THE NCA'S INTERNAL REVIEW POLICY SHALL BE VERIFIED AND

IMPLEMENTED THROUGHOUT CONSTRUCTION.

10. CONTRACTOR SHALL COMPLY WITH ALL CURRENT

APPLICABLE CODES AND STANDARDS.

11. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING

BUILDING SYSTEMS INCLUDING ALL SYSTEMS PASSING

THROUGH AND ADJACENT TO AREAS REQUIRED; INCLUDING,

BUT NOT LIMITED TO, WIRING, CONDUITS, PIPING, DUCTWORK,

AND OTHER UTILITIES TO SERVE OCCUPIED AREAS.

12. COORDINATE WITH COR AND COMPLY WITH THEIR

REGULATIONS FOR UTILITY SHUT DOWN, NOISE AND

VIBRATION.

13. PROVIDE SEALANT AROUND ALL ELECTRICAL OUTLETS,

PLUMBING FIXTURES, PIPING, AND EQUIPMENT ABUTTING OR

PENETRATING A WALL OR PARTITION INCLUDING

FIRESTOPPING AT FIRE RATED ASSEMBLES.

14. CONDUIT SHALL BE CONTINUOUS AND COMPLETE BETWEEN

PANELS, JUNCTION, OUTLET, PULL AND FIXTURE BOXES. IT

SHALL BE KEPT CLEAN AND UNOBSTRUCTED INSIDE WITH

ENDS FREE OF BURRS AND OTHER PROJECTIONS WHICH

WOULD DAMAGE OR IMPEDE PULLING OF WIRE. ALL CONDUIT

SHALL BE INSTALLED PARALLEL AND PERPENDICULAR TO THE

BUILDING LINES. ALL CONDUIT SHALL BE ROUTED

CONCEALED IN FINISHED AREAS EXCEPT WHERE OTHERWISE

NOTED.

15. UNLESS OTHERWISE NOTED, ALL WIRES AND CABLES SHALL

BE CONTINUOUS WITHOUT SPLICES OR TAPS IN CONDUIT

RUNS. ALL WIRING SHALL BE IN CONDUIT OR AS NOTED. ALL

SPLICES SHALL BE MADE AT OUTLET BOXES, PULL BOXES OR

JUNCTION BOXES. AT ALL JOINTS, CONDUCTORS SHALL BE

SPLICED OR JOINED AS TO BE MECHANICALLY AND

ELECTRICALLY SECURE.

16. WIRE SHALL NOT BE DRAWN INTO CONDUIT UNTIL ALL WORK

WHICH COULD CAUSE INJURY TO THE CONDUCTORS IS

COMPLETE.

17. ALL MATERIAL SHALL CONFORM TO NEMA, ANSI AND U.S.

STANDARDS, WHICHEVER APPLIES AND SHALL BEAR THE

INSPECTION LABEL OF UNDERWRITER LABORATORIES, INC.

18. ALL BOXES AND ENCLOSURES SHALL BE SET PLUMB, SQUARE

AND SECURELY FASTENED. BOXES IN FINISHED WALLS SHALL

BE FLUSH WITH FINISH SURFACE.

19. TEMPORARY SHUTDOWNS SHALL BE SCHEDULED WITH

CONTRACTING OFFICER THREE (3) WEEKS IN ADVANCE SO AS

NOT TO INTERFERE WITH NORMAL DAYTIME OPERATIONS

AND AT NO ADDITIONAL COST.

20. PROVIDE NEW TYPE WRITTEN DIRECTORIES FOR ALL PANELS

INSTALLED OR MODIFIED UNDER THIS CONTRACT.

21. ALL ELECTRICAL WORK SHALL BE IN STRICT COMPLIANCE

WITH THE CURRENT EDITION OF THE NEC AS ADOPTED BY

THE LOCAL JURISDICTION INCLUDING ANY LOCAL

AMENDMENTS, ORDINANCES, AND INTERPRETATIONS.

ELECTRICAL WORK SHALL ALSO COMPLY WITH ANY

APPLICABLE FEDERAL AND STATE REGULATIONS.

22. COORDINATE INSTALLATION OF CONDUIT WITH OTHER

TRADES AND EQUIPMENT SUPPLIERS AS REQUIRED PRIOR TO

ROUGH-IN.

23. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR

CUTTING AND CORE DRILLING ALL PENETRATIONS THROUGH

FLOORS,WALLS, ETC.

24. IT IS NOT INTENDED THAT THE PLANS INDICATE ALL CONDUIT

ROUTES, PULL BOXES, ETC. ELECTRICAL CONTRACTOR SHALL

BE RESPONSIBLE FOR DETERMINING ACTUAL CONDUIT

ROUTING, QUANTITY, AND LOCATION OF PULL BOXES WITHIN

ACCESSIBLE LOCATIONS. PROVIDE SCREW-COVER PULL

BOXES IN CONDUIT RUNS AS REQUIRED TO LIMIT NUMBER OF

BEND TO NO MORE THAN THREE (3) OR 270 DEGREES TOTAL.

SIZE PULL BOXES IN ACCORDANCE WITH NEC. DOCUMENT ON

RECORD DRAWINGS THE SIZE AND LOCATION OF PULL BOXES

USED IN FEEDER CONDUIT RUNS.

25. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

ABOUT QUALITY AND GENERAL INSTALLATION

REQUIREMENTS OF ELECTRICAL CONSTRUCTION MATERIALS,

ITEMS, AND DEVICES.

26. CONDUIT RUNS ARE SHOWN FOR REFERENCE AND BIDDING

PURPOSES ONLY. CONTRACTOR SHALL VERIFY EXISTING

FIELD CONDITIONS AND DETERMINE SHORTEST AND LEAST

DISRUPTIVE ROUTE FOR CONDUIT RUNS. COORDINATE WITH

OTHER TRADES AND CONFIRM ROUTE SELECTION WITH

OWNER PRIOR TO BID. ANY DEVIATIONS FROM DRAWINGS

SHALL BE SHOWN IN DETAIL ON AS-BUILT DRAWINGS BY

CONTRACTOR.

27. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. SIZE AND

LOCATION OF EQUIPMENT AND WIRING ARE SHOWN TO SCALE

WHERE POSSIBLE, BUT MAY BE DISTORTED FOR CLARITY ON

THE DRAWINGS. FINAL LOCATIONS OF OUTLETS AND

EQUIPMENT SHALL BE AS SHOWN IN ENLARGED DETAILS OR

AS APPROVED BY THE ARCHITECT.

28. THE PLANS DO NOT INDICATE ALL THE NECESSARY BENDS,

OFFSETS, PULL BOXES AND OBSTRUCTIONS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO INSTALL HIS WORK

TO CONFORM TO THE STRUCTURE, MAINTAIN HEADROOM

AND KEEP OPENINGS AND PASSAGEWAYS CLEAR.

29. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY

MEANS OF AN INSULATED GROUNDING CONDUCTOR

INSTALLED WITH FEEDER CONDUCTORS IN ALL CONDUITS

WHETHER OR NOT INDICATED ON DRAWINGS. PROVIDE

GROUNDING CONDUCTOR IN ALL TELEPHONE AND CATV

SERVICE CONDUITS.

30. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR THE

PROPER INSTALLATION OF THE NEW ELECTRICAL WORK. ALL

PATCHING SHALL BE OF THE SAME MATERIALS,

WORKMANSHIP, AND FINISH AND SHALL ACCURATELY MATCH

ALL ADJACENT WORK.

31. PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO

EXISTING WORK TO ENSURE MINIMUM INTERFERENCE WITH

REGULAR OPERATION OF EXISTING FACILITIES. ALL SYSTEM

SHUTDOWNS AFFECTING OTHER AREAS SHALL BE

COORDINATED WITH VA COR. ALARM, EMERGENCY AND LIFE

SAFETY SYSTEMS SHALL NOT BE INTERRUPTED OR

COMPROMISED.

32. CLEAN UP RESULTANT DEBRIS FROM THIS WORK AND

REMOVE FROM THE SITE. DISCONNECT AND REMOVE ALL

TEMPORARY POWER INCLUDING BUT, NOT LIMITED TO

PANELS, FIXTURES, BOXES AND WIRING.

33. TEST FOR GROUNDS AND SHORTS, TO ENSURE PROPER

OPERATION OF ELECTRICAL EQUIPMENT. REPAIR OR

REPLACE FAULTY EQUIPMENT AT NO ADDITIONAL COST TO

THE VA.

34. CONDUCTOR SIZES CALCULATED USING COPPER

CONDUCTOR. ALUMINUM CONDUCTORS ARE NOT

ACCEPTABLE..

ELECTRICAL GENERAL NOTES

EI001

N/A

WBRMMM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

jlandrith CO - No Date jlandrith Typewriter

7 MAR 2023

W W

W

W

W

W

W

E/U E/U E/U

E/U

EU

EU

WP

GFCI

WP

GFCI

B

A

A

P1-5

P1-1

PS B

VAC

A

P1-3

PANEL: P1 AES GROUP, INC. STATUS: NEW

208Y/120V BUS: 125A COPPER LOCATION: COMMITTAL SHELTER

3Ø,4W+GND MAINS TYPE: MCB 100A SUPPLY FROM:

10kAIC MOUNTING: SURFACE

ENCLOSURE: NEMA 3R

DESCRIPTION P BKR CKT A B C CKT BKR P DESCRIPTION

SERVICE RECEPTACLE 1 20 1 1000 2 SPACE

TAPS PLAYER (GEN REC) 1 20 3 540 4 SPACE

LIGHTING 1 20 5 100 6 SPACE

SPARE 1 20 7 0 8 SPACE

SPARE 1 20 9 0 10 SPACE

SPACE 11 12 SPACE

SURGE SURPRESSOR 3 / 13 0 14 SPACE

- - - / / 15 0 16 SPACE

- - - / / 17 0 18 SPACE

1000 0 540 0 100 0

ANY DOWNSTREAM LOADS ARE INCLUDED IN TOTALS BELOW:

CONNECTED LOAD: CATEGORY CONNECTED LOAD FACTOR DEMAND LOAD AMPS AT 208Y/120 VOLTS

PHASE VA LIGHTING 100 125% 125 0

A PHASE 1,000 RCPTS (1ST 10kVA) 1,540 100% 1,540 4

B PHASE 540 RCPTS (>10kVA) 0 50% 0 0

C PHASE 100 MOTOR 0 100% 0 0

LARGEST MOTOR 0 25% 0 0

TOTAL 1,640 MISC 0 125% 0 0

TOTAL 1,640 1,665 5

LUMINAIRE SCHEDULE

TYPE LAMPS DESCRIPTION

VOLTAGE

WATTS

COLOR

TEMPERATURE

COLOR RENDERING

INDEX LUMENS BULB TYPE

A LED

AIRCRAFT CABLE OR HOOK AND CORD

SUSPENDED, LOW BAY, LED DOWNLIGHT*

120-277V

27W

4000K 70≤ 3500 LED

B LED 4' LED WALL MOUNTED STRIPLIGHT

120-277V

30W

3500K 70≤ 3000 LED

*NOTE

DEPENDING ON THE ATTACHMENT METHOD AND LIGHT FIXTURE CONSTRUCTION, PROVIDE ALL THE REQUIRED SUPPORTS, BOXES, RECEPTACLES, AND ANCILLARIES FOR THE COMPLETE ON/OFF OPERATION OF THE LIGHTING FIXTURE.

CONCRETE

FOUNDATION IN

DIRECT CONTACT

WITH EARTH

25' OF BARE FULL SIZE GROUNDING

ELECTRODE CONDUCTOR

EMBEDDED IN CONCRETE

FOUNDATION EXOTHERMICALLY

WELD TO FOUNDATION STEEL,

1/2-INCH DIAMETER OR LARGER, AT

TWO (2) LOCATIONS.

DRIVEN GROUND ROD ON

BUILDING EXTERIOR IN

AN AREA EXPOSED TO

MOISTURE.

EXOTHERMICALLY

WELDED

BARE FULL SIZE GROUNDING

ELECTRODE CONDUCTOR.

GROUNDING ELECTRODE

CONDUCTOR IN CONDUIT,

SIZED PER NEC 250.66

REBAR

EXOTHERMICALLY

WELDED (TYP)

BUILDING STEEL WHERE

EFFECTIVELY GROUNDED

TO EMBEDDED

FOUNDATION STEEL.

GROUND CLAMP SIZE

AS REQUIRED WITH

CONDUIT HUB AND

CABLE CLAMP.

GROUND CLAMP SIZE

AS REQUIRED WITH

CONDUIT HUB.

GROUNDING

JUMPER AROUND

INSULATING JOINTS.

METALLIC COLD WATER

SERVICE ENTRANCE

METALLIC FIRE RISER

SERVICE ENTRANCE

GROUND CLAMP

SIZE AS REQUIRED

WITH CONDUIT HUB.

GROUNDING JUMPER

AROUND INSULATING

JOINTS.

#4 AWG

MGB (MAIN GROUND

BAR)

NOTE: NOT ALL ITEMS

MAY BE PRESENT TO

BOND AT SPECIFIC

SITE.

EP101

N/A

WBRMMM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

SHEET NOTES:

1. COORDINATE INSTALLATION WITH ALL TRADES PRIOR

TO COMMENCEMENT OF WORK.

2. UNDERGROUND UTILITIES SHOWN ON PLAN HAVE BEEN

INTERPRETED FROM PDF AS-BUILTS PROVIDED BY THE

VA. FIELD VERIFY EXACT LOCATIONS AND TIE IN POINTS.

KEY NOTES:

1. EXISTING UNDERGROUND ELECTRICAL FEED AND

STUB UP LOCATED BENEATH PANEL 'P1'.

2. PROVIDE NEW WALL MOUNTED PANEL 'P1'. LOCATE

PANEL ABOVE AND UTILIZE STUB UP AND

CONDUCTOR (PROVIDED BY PROJECT ROAD

EXPANSION 866CM3029). PROVIDE SERVICE

RECEPTACLE AND WEATHERPROOF WHILE-IN-USE

COVER UNDERNEATH THE PANEL. DRIVE A NEW

GROUND ROD UNDERNEATH THE PANEL FOR

GROUNDING CONNECTION. REFER TO DETAIL 2 THIS

SHEET FOR THE MINIMUM PANEL SCHEDULE

REQUREMENTS.

3. PROVIDE HORIZONTALLY MOUNTED CONVENIENCE

RECEPTACLE MOUNTED AT 48"AFF. PROVIDE

HORIZONTAL WEATHERPROOF WHILE IN USE COVER.

4. PROVIDE LISTED BEAM CLAMP TO MOUNT LIGHTING.

REFER TO ARCHITECTURAL DRAWINGS FOR

PLACEMENT. CONCEAL CONDUIT AND ROUTE

CONDUIT AS NEAR AND PARALLEL TO THE

STRUCTURE AS POSSIBLE. PAINT EXPOSED CONDUIT

TO MATCH SURROUNDING STRUCTURE OR FINISH.

5. PROVIDE EXTERIOR, SEPARATELY MOUNTED,

PHOTOSENSOR CONTROL OF COMMITTAL SHELTER

(TYPE A) LIGHTING. PROVIDE MANUAL ON/OFF

OVERRIDE OF AUTOMATIC PHOTOSENSOR CONTROL

LOCATED WITHIN STORAGE CLOSET.

6. PROVIDE INTEGRAL VACANCY (VAC) SENSOR SWITCH

TO CONTROL FIXTURE 'B'. SENSOR SHOULD BE

CAPABLE OF PRESS ON, AUTOMATIC OFF

FUNCTIONALITY.

7. PROVIDE EXTERIOR, WALL MOUNTED, 15W MINIMUM,

PASSIVE SPEAKER FOR TAPS SYSTEM. PROVIDE

COMPATIBLE INTERIOR MOUNTED, CLASS-D

AMPLIFIER AND MANUFACTURER RECOMMENDED

TRANSFORMER. ROUTE SPEAKER WIRE CONCEALED

ALONG THE STRUCTURE. FINAL SPEAKER SELECTION

SUBJECT TO VA APPROVAL. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS.

8. PROVIDE INTERIOR, WALL MOUNTED, CORD AND PLUG

CONNECTED, AUDIO RECORDER/PLAYBACK SYSTEM

(TAPS SYSTEM) WITH EXTERIOR, WALL MOUNTED,

PLAY BUTTON. COORDINATE LOCATION OF PLAY

BUTTON WITH THE COR IN THE FIELD. PLAYER SHALL

BE LOW POWER AMPLIFICATION AND CAPABLE OF

AUXILIARY AND BLUETOOTH CONNECTION TO AUDIO

INPUT DEVICES. FINAL DEVICE SELECTION SUBJECT

TO VA APPROVAL. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.

N 0' 5' 10'

SCALE: 1" = 5'

SCALE:1 ENLARGED ELECTRICAL SITE PLAN

1" = 5'

ELECTRICAL POWER PLAN

- EAST

SCALE:2 PANEL SCHEDULE

NONE

SCALE:3 LIGHTING SCHEDULE

NONE

SCALE:4 GROUNDING DETAIL

NONE

jlandrith Typewriter

7 MAR 2023

jlandrith CO - No Date

EU

EU

EU

M

BOND 5TH JAW TO NEUTRAL AS

INDICATED BY THE

MANUFACTURER IF A 5TH JAW

S REQUESTED BY THE UTILITY

LOAD

PH 1 PH 2

PROVIDE UL LISTED, 100A, NEMA 3R,

SELF CONTAINED METER SOCKET.

COORDINATE THE NEED FOR A

MECHANICAL GANG-OPERATED

BYPASS SWITCH WITH THE UTILITY

COMPANY. COMBINATION METER

PANELS SHALL BE ALLOWED WITH

PRIOR CONSENT OF THE UTILITY

COMPANY.

NEUTRAL

SOURCE

POLE-MOUNTED SERVICE

XFMR PROVIDED AND

INSTALLED BY UTILITY

UTILITY INSTALLED CUSTOMER

SUPPLIED RISER ON THE POLE.

COORDINATE WITH UTILITY

FOR THE REQUIREMENTS OF

PULLING CONDUIT. ASSUME

PULLING THE ENTIRE LENGTH

OF THE CONDUIT RUN UP THE

POLE WHEN PRICING.

7" FROM BASE OF POLE

PROVIDE 2.5" GRAY SCHEDULE 80PVC

CONDUIT FOR EACH CONDUCTOR SET

36" RADIUS 90 DEGREE SCHEDULE 80 PVC

ELBOW OR EQUIVALENT

FLOOR

BOND

STRUCTURE TO

LIGHTNING

PROTECTION

SYSTEM IN

ACCORDANCE

WITH NFPA 780

CHANNEL

CROSS MEMBER

" M

AX

" M

IN

PANEL 1

LOCKABLE

ENCLOSURE

2.5"

CONDUIT

TO DOWNSTREAM LOADS

METER

TO POLE MOUNTED

UTILITY TRANSFORMER

WEATHERPROOF

WHILE IN USE

RECEPTACLE

SIZE AS REQUIRED

AND DESCRIBED IN

THESE DRAWINGS

PROVIDE GROUND ROD

OR GROUNDING PLATE

PROVIDE GROUND ROD

OR GROUNDING PLATE

SPACE GROUND RODS 6' APPART

EP102

N/A

MMMJL

SHEET NOTES:

1. DETAILS ARE BASED ON THE MOST CURRENT

ELECTRICAL SERVICE DETAILS PROVIDED BY THE

LOCAL UTILITY. FINAL INSTALLATION REQUIREMENTS

SHALL BE COORDINATED AND DETERMINED BY THE

UTILITY PROVIDER IN THE FIELD. RECEIVE WRITTEN

APPROVAL FROM THE UTILITY PROVIDER PRIOR TO

PURCHASE OF EQUIPMENT AND COMMENCEMENT OF

ANY WORK.

2. EXACT LOCATION OF UTILITY POLES, ROADWAYS,

FENCES, ETC. SHALL BE VERIFIED IN THE FIELD PRIOR

TO COMMENCEMENT OF ANY WORK.

N 0' 400'200'

SCALE: 1" = 200'

ELECTRICAL POWER PLAN

SCALE:1 ELECTRICAL POWER PLAN

1" = 200'

KEY NOTES:

1. PROPOSED LOCATION OF NEW CONNECTION POINT

TO EXISTING UTILITY POLE. COORDINATE WITH LOCAL

UTILITY FOR NEW ELECTRICAL CONNECTION TO

EXISTING OVERHEAD LINES. SEE DETAIL 2 ON THIS

SHEET FOR ADDITIONAL INFORMATION.

2. TRENCH ELECTRICAL SERVICE UNDERGROUND IN

MINIMUM 2.5" CONDUIT TO NEW PEDESTAL MOUNT.

PROVIDE 3-WIRE #4 COPPER WIRE AND INSTALL IN

ACCORDANCE WITH UTILITY PROVIDER'S

REQUIREMENTS.

3. PROVIDE STRUT RACK FOR USE AS A SERVICE

PEDESTAL IN MOUNTING UTILITY METER AND SERVICE

PANEL. SEE DETAIL 4 ON THIS SHEET FOR ADDITIONAL

INFORMATION. COORDINATE FINAL LOCATION OF

RACK IN THE FIELD WITH THE VA AND THE UTILITY

PROVIDER.

4. PROVIDE NEMA-3R, 100A, SERVICE RATED PANEL

CONFIGURED AS INDICATED IN THE PANEL

SCHEDULES.

5. PROVIDE 3-WIRE, #12, SINGLE PHASE CONNECTION TO

NEW BOOSTER IRRIGATION PUMP. ROUTE CONDUIT

UNDERGROUND AND COORDINATE WITH MECHANICAL

TRADE IN THE FIELD FOR FINAL LOCATION OF

BOOSTER PUMP.

6. PROVIDE NEUTRAL TO GROUND BOND AND

GROUNDING ELECTRODE CONDUCTOR IN

ACCORDANCE WITH ARTICLE 250.25. CONNECTION

CAN BE MADE WITHIN THE METER OR SERVICE PANEL.

COORDINATE WITH THE UTILITY COMPANY FOR

INSTALLATION WITHIN THE METER HOUSING.

7. COORDINATE INSTALLATION REQUIREMENTS WITH

THE UTILITY PROVIDER FOR INSTALLATION OF

ADDITIONAL GROUNDING ELECTRODE FROM THE

POLE MOUNTED TRANSFORMER.

1/EP102

SCALE:3

TYPICAL 3-WIRE SINGLE PHASE

120/240V METER CONNECTION DETAIL

NTS

SCALE:4

SERVICE PEDESTAL

INSTALLATION DETAILS

NTS

SCALE:2

UTILITY POLE SERVICE DROP

INSTALLATION DETAIL

NTS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

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jlandrith CO - No Date jlandrith Typewriter

7 MAR 2023

2880 0 1800 0

ANY DOWNSTREAM LOADS ARE INCLUDED IN TOTALS BELOW:

CONNECTED LOAD: CATEGORY CONNECTED LOAD FACTOR DEMAND LOAD AMPS AT 240VOLTS

PHASE VA LIGHTING 0 100% 0 0

A 2,880 RECEPTACLE 1,800 100% 1,800 8

B 1,800

MOTOR 2,880 100% 2,880 12

TOTAL 4,680 LARGEST MOTOR 2,880 25% 720 3

MISC 0 100% 0 0

TOTAL 4,680 5,400 23

PANEL: PANEL 1 AES GROUP, INC. STATUS: NEW

120/240V BUS: 100A COPPER LOCATION: ENTRANCE

1Ø,3W+GND MAINS TYPE: MCB 100A 18 CIRCUIT SPACES SUPPLY FROM: UTILITY

kAIC SUITABLE FOR SERVICE ENTRY MOUNTING: SURFACE

ENCLOSURE: NEMA 3R

DESCRIPTION P BKR CKT A B CKT BKR P DESCRIPTION

PUMP 1 40 1 2880 0 2 20 1 SPARE FOR FUTURE LIGHTING

20A SERVICE RECEPTACLE 1 20 3 1800 0 4 30 2 SPARE FOR FUTURE GATE

SPARE 1 15 5 0 0 6 / / - - -

SPARE 1 15 7 0 0 8 20 1 SPARE

SPACE 9 0 10 20 1 SPARE

SPACE 11 12 SPACE

SPACE 13 14 SPACE

SURGE SURPRESSOR 2 / 15 0 16 SPACE

- - - / / 17 0 18 SPACE

EP501

N/A

MMMJL

SHEET NOTES:

1. LABEL ALL SPARE BREAKERS AS "SPARE" AND

PLACE THE BREAKER IN THE OFF POSITION.

ELECTRICAL PANEL

SCHEDULE

SCALE:1 PANEL SCHEDULE: PANEL 1

NONE

KEY NOTES:

1. PROVIDE SURGE PROTECTIVE DEVICE (SPD)

INSTALLED PER MANUFACTURER'S INSTRUCTIONS. IF

BREAKER IS TO BE PROVIDED, SIZE BREAKER PER

MANUFACTURER'S INSTRUCTIONS AND INSTALL

SURGE PROTECTIVE DEVICE AS NEAR TO THE

PRIMARY LUGS AS POSSIBLE. MINIMIZE THE LENGTH

OF THE SPD LEADS.

2. PROVIDE PANEL MOUNTED, 20A, WEATHERPROOF

WHILE IN USE, GFCI, SERVICE RECEPTACLE. REFER

TO 4/EP102 FOR ADDITIONAL INFORMATION.

3. COORDINATE THE MINIMUM PANEL kAIC RATING WITH

THE UTILITY COMPANY PUBLISHED TRANSFORMER

DATA.

1/EP1021

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GR I TY FEDERA

L

S ERV I C E S

jlandrith Typewriter

7 MAR 2023

jlandrith CO - No Date