BNC-929CM003-BD-PLANSPart-12.pdf

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LOOP ROAD

IMPROVEMENTS

SECTION 6

2,1

IN-GROUND CREMAIN SITES

(W ITHIN 4'x

4' P

LO

TS)

W W

W

W

W

W

W W

W

W

W

W

WW

W

W

W

4" P

VC WATER MAIN

CONNECT TO EX. 4"

WATER LIN

E STUB

END 4"

WATER MAIN.

INSTALL

2" B

LO

W OF

VALVE.

TOTAL L

ENGTH 62

5'

CATCH BASIN (TYP.)

CONNECT TO EXISTING STORM

SEWER SYSTEM W / M

ANHOLE

7A

5A

4A

15" HDPE

" H

DP

E

15" HDPE

15" HDPE

15" HDPE

15" HDPE15" HDPE15" HDPE

15" HDPE

" H

DPE

" H

DP

E

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

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LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

CLO

C

LOC

LOC

LOCLOCLOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOCLOC

LOC

LO

C

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

1.25"

1.25"

1.25"

1.25" 1.25"1.25"

1.25"

1.25"

1.25"

1.25"

1.25"

1.25"

1.25"

1.25" 1.25"

1.25"

1.25" 1.25"

1.25"

1.25"

1.25"

1.25"

1.5"

1.5"

1.25"

1.25"

1.25" 1.25"

1"

1"

1"

1"

1"

1"

1"

1"

1" 1"

1"

1"

1"

1"

1" 1"

1"

1" 1"

1.25"

1"

1"

1"

1"

1"

1"

1.25" 1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1" 1"

1"

1"

1"

1"

1"

1"

1" 1"

1" 1"

1" 1"

1"

1.5"

1.25"

1"

1"

2.5"

2.5"

2.5"

2.5"

2.5"

2.5"

2.5"

2.5"

2.5"

2.5"

1.25"

1.25"

1" 1"

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B17

1"

TREE

B14

1"

SHRUB

B18

B16

1"

SHRUB

B15

1"

SHRUB

B9

1"

TREE

B8

1"

TREE

B13

1"

B12

1"

B11

1"

B10

1"

Q

B1

1"

SHRUB

B2

1"

SHRUB

B20

1"

SHRUB

B21

1"

SHRUB

B23

1"

SHRUB

B22

1"

SHRUB

B25

1"

SHRUB

B24

1"

SHRUB

B28

1"

SHRUB

B27

1"

SHRUB

B33

1"

SHRUB

B32

1"

SHRUB

B30

1"

SHRUB

B29

1"

SHRUB

B31

1"

SHRUB

B26

1"

TREE

B5

1"

SHRUB B7

1"

SHRUB

B4

1"

TREE B6

1"

SHRUB

B3

1"

TREE

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

M

F

F

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1"

1"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn IR202

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JDL CCT

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

JULY 30, 2026

BID DOCUMENTS

Ce rti f ie d Irrigation Designer

46102

JO

HN D. LEONARD

I R R

I G AT I O N A S SOC I AT I O

N

0' 30'15' 60' 90'

1" = 30'

MATCHLINE SEE SHEET IR201

IRRIGATION PLAN

(BASE BID)

LEGEND

A

Q

M

A1

1"

TURF

.5

B

F

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn IR500

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JDL CCT

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

Fil e P ath : O

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S\

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

JULY 30, 2026

BID DOCUMENTS

Ce rti f ie d Irrigation Designer

46102

JO

HN D. LEONARD

I R R

I G AT I O N A S SOC I AT I O

N

1 ISOLATION GATE VALVE

ASSEMBLY N.T.S. 2 AIR\VACUUM RELIEF

VALVE ASSEMBLY N.T.S.

3 QUICK COUPLING VALVE

ASSEMBLY N.T.S.

Q 4 BUBBLER REMOTE CONTROL

VALVE ASSEMBLY N.T.S.

A AIR/VACUUM RELIEF VALVE 2-INCH

B BRASS BALL VALVE

C SCHEDULE 80 PVC NIPPLE 2-INCH X 12-INCH

D PVC SCH 40 SERVICE TEE w/2-INCH OUTLET

E PVC MAINLINE 30-INCH BURY

F POLYMER CONCRETE VALVE BOX 2424-24

G WIRE MESH & FILTER FABRIC

H 3-INCH MINIMUM GRAVEL SUMP

NOTES:

1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC

UNDERNEATH VALVE BOX AND ON TOP OF AGGREGATE

BASE

2. INSTALL VALVE BOX 3-INCHES ABOVE FINISH GRADE TO

ALLOW FOR MULCH

3. APPLY EXPANDABLE FOAM AT PIPE OPENING

4. REMOVE MATERIAL TO PROVIDE 6-INCHES OF

CLEARANCE AROUND THE ENCLOSURE AND 4-INCHES IN

ADDITIONAL DEPTH ALLOWING FOR BEDDING

5. COMPACT SUBGRADE BEFORE INSTALLING AGGREGATE

BASE

A

C G

H

FINISH GRADE

4" COMPACTED AGGREGATE BASE

4"

6"

MULCH

B

F

E

3"

D

2'-6"

SUBGRADE

A DUCTILE IRON GATE VALVE

B PVC SCH 40 MALE ADAPTOR (1 OF 2)

C PVC MAINLINE 30-INCH BURY

D CLASS 160 PVC SLEEVE PIPE

E FIBRELYTE VALVE BOX FL08

F SOLID BRICK OR BLOCK

NOTES:

1. INSTALL CONTINUOUS RUN OF BRICKS OR CONCRETE

CAP BLOCKS UNDERNEATH VALVE BOX

2. INSTALL VALVE BOX 3-INCHES ABOVE FINISH GRADE TO

ALLOW FOR MULCH

3. COMPACT SUBGRADE BEFORE INSTALLING VALVE

FINISH GRADE

3"

MULCH

2'-6"

C

E

D

A

C

F

B

A QUICK COUPLING VALVE

B QUICK COUPLER ANCHOR

C SCHEDULE 80 PVC NIPPLE 1-INCH X 14-INCH

D PREFABRICATED SWING JOINT MIPT X FIPT 18-INCH LAY

LENGTH

E PVC SCH 40 SERVICE TEE w/1-INCH OUTLET

F PVC MAINLINE 30-INCH BURY

G FIBRELYTE VALVE BOX FL08

H SOLID BRICK OR BLOCK

I GRAVEL SUMP TO TOP OF ANCHOR

NOTES:

1. INSTALL CONTINUOUS RUN OF BRICKS OR CONCRETE

CAP BLOCKS UNDERNEATH VALVE BOX

2. INSTALL VALVE BOX 3-INCHES ABOVE FINISH GRADE TO

ALLOW FOR MULCH

A G

H

B

1"

I

FINISH GRADE

3"

MULCH

2'-6"

F E F

C

D

41°

IRRIGATION DETAILS

(BASE BID)

A PVC MAINLINE 30-INCH BURY

B DUCTILE IRON SERVICE TEE W/1-INCH OUTLET

C VALVE DECODER

D SCHEDULE 80 PVC TOE NIPPLE 1-INCH X 6-INCH

E SCHEDULE 40 PVC 90 DEGREE SLIP ELBOW

F SCHEDULE 40 PVC MAINLINE

G SCHEDULE 40 PVC SLIP COUPLING

H SCHEDULE 80 PVC TOE NIPPLE 1-INCH X 12-INCH

I BRASS BALL VALVE

J SCHEDULE 80 PVC THREADED UNION

K SCHEDULE 80 PVC NIPPLE 1-INCH X 2-INCH

L AUTOMATIC CONTROL VALVE 100-PESB SERIES

M SCHEDULE 40 PVC MALE ADAPTER

N CLASS 200 PVC LATERAL 18-INCH BURY

O FIBRELYTE VALVE BOX EXTENSION FL30-8X

P FIBRELYTE VALVE BOX FL30-18

Q WATERPROOF WIRE CONNECTORS

R VALVE ID TAG

S CONTROL CABLE WITH COIL

T PVC CONDUIT FOR CONTROL CABLE (TWO

REQUIRED)

U PVC CONDUIT SWEEP ELL (TWO REQUIRED)

V WIRE MESH & FILTER FABRIC

NOTES:

1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC

UNDERNEATH VALVE BOX AND ON TOP OF

AGGREGATE BASE

2. INSTALL VALVE BOX 3-INCHES ABOVE FINISH GRADE

TO ALLOW FOR MULCH

3. ATTACH ID TAG WITH STATION NUMBER TO

SOLENOID CONTROL WIRE

4. INSTALL TWO PVC CONDUITS FOR TWO-WIRE; ONE

FOR WIRE IN AND ONE FOR WIRE OUT

5. APPLY EXPANDABLE FOAM AT PIPE OPENING

6. REMOVE MATERIAL TO PROVIDE 6-INCHES OF

CLEARANCE AROUND THE ENCLOSURE AND 4-INCHES

IN ADDITIONAL DEPTH ALLOWING FOR BEDDING

7. COMPACT SUBGRADE BEFORE INSTALLING

AGGREGATE BASE

A

B

P

1'-6"

O

T

D

I

V

FINISH GRADE

4" COMPACTED AGGREGATE BASE

MULCH

3"

4"

6" U

J M N

K J K K

L E F G H

2'-6"

FINISH SURFACE

3" MINIMUM GRAVEL SUMP

SUBGRADE

A1

R

C Q

S

Project Title

Location

Issue Date Checked Drawn IR501

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

KERN COUNTY, CALIFORNIA

929CM003

JDL CCT

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

Fil e P ath : O

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BA

KE

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AK

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.D W

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

JULY 30, 2026

BID DOCUMENTS

Ce rti f ie d Irrigation Designer

46102

JO

HN D. LEONARD

I R R

I G AT I O N A S SOC I AT I O

N

BACK OF CURB

CONTROL CABLE IN PVC SCHEDULE 40 CONDUIT

MAINLINE

FIBERLYTE VALVE BOX FL30-18

AUTOMATIC CONTROL VALVE

LATERAL PIPE 1

LATERAL PIPE 2

NOTES:

36"

12"

12"

12"

12"

24"

29"

4" 4"

1. INSTALL MAINLINE 3-FEET FROM BACK OF CURB ALONG

ROADWAYS

2. INSTALL VALVE BOXES 2-FEET APART AND PERPENDICULAR

TO EDGE OF CURB

3. 4-INCHES MINIMUM HORIZONTAL SEPARATION BETWEEN

PIPES AND WIRING IN A COMMON TRENCH

12"

SPRINKLER

4" TILE DRAIN

BACK OF CURB

1 TAP DETAIL TO MAINLINE CONNCETION

DETAIL N.T.S. 3 PIPE LAYOUT

DETAIL N.T.S.

A PVC MAINLINE 30-INCH BURY

B PVC SERVICE TEE w/3/4-INCH OUTLET

C SCHEDULE 80 PVC TOE NIPPLE 3/4-INCH X 10-INCH

D SCHEDULE 40 PVC 90 DEGREE SLIP ELBOW

E SCHEDULE 40 PVC MAINLINE

F SCHEDULE 40 PVC SLIP COUPLING

G SCHEDULE 80 PVC TOE NIPPLE 3/4-INCH X 10-INCH

H BRASS BALL VALVE

I SCHEDULE 80 PVC NIPPLE 3/4-INCH X 6-INCH

J ADJUSTABLE PRESSURE REGULATOR 3/4-INCH

K COPPER MALE ADAPTER 3/4-INCH

L TYPE K HARD COPPER TUBE

M FIBRELYTE VALVE BOX EXTENSION FL30-8X

N FIBRELYTE VALVE BOX FL30-18

O WIRE MESH & FILTER FABRIC

NOTES:

1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC

UNDERNEATH VALVE BOX AND ON TOP OF

AGGREGATE BASE

2. INSTALL VALVE BOX 3-INCHES ABOVE FINISH GRADE

TO ALLOW FOR MULCH

3. APPLY EXPANDABLE FOAM AT PIPE OPENING

4. REMOVE MATERIAL TO PROVIDE 6-INCHES OF

CLEARANCE AROUND THE ENCLOSURE AND 4-INCHES

IN ADDITIONAL DEPTH ALLOWING FOR BEDDING

5. COMPACT SUBGRADE BEFORE INSTALLING

AGGREGATE BASE

N

1'-6"

M O

FINISH GRADE

4" COMPACTED AGGREGATE BASE

MULCH

3"

4"

6"

K L

2'-6"

FINISH SURFACE

3" MINIMUM GRAVEL SUMP

SUBGRADE

J

B

A

H E F G

I

C

D

4 FLOWER WATERING STATION

ASSEMBLY N.T.S.

FINISH GRADE

6" COMPACTED AGGREGATE BASE

A1

I

3"

+/- 2'

6"

6"

MULCH

A HYDROMETER 3-INCH

B PVC SCH 4O MALE ADAPTOR

C PVC MAINLINE 24-INCH BURY

D PVC SCH 40 SOLVENT WELD 45 DEGREE ELBOW

E PVC MAINLINE 30-INCH BURY

F POLYMER CONCRETE VALVE BOX 2436-36

G PVC CONDUIT FOR TWO-WIRE CABLE (TWO REQUIRED)

H WATERPROOF WIRE CONNECTORS

I VALVE ID TAG

J CONTROL CABLE WITH COIL

K VALVE DECODER

L

M PVC CONDUIT SWEEP ELL (TWO REQUIRED)

N WIRE MESH & FILTER FABRIC

O STANDON S92 ADJUSTABLE PIPE SADDLE SUPPORT 3-INCH

(TWO REQUIRED)

NOTES:

1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC UNDERNEATH

VALVE BOX AND ON TOP OF AGGREGATE BASE

2. INSTALL VALVE BOX 3-INCHES ABOVE FINISH GRADE TO

ALLOW FOR MULCH

3. INSTALL TWO PVC CONDUITS FOR TWO-WIRE; ONE FOR

WIRE IN AND ONE FOR WIRE OUT

4. APPLY EXPANDABLE FOAM AT PIPE OPENING

5. REMOVE MATERIAL TO PROVIDE 6-INCHES OF CLEARANCE

AROUND THE ENCLOSURE AND 6-INCHES IN ADDITIONAL

DEPTH ALLOWING FOR BEDDING

6. COMPACT SUBGRADE BEFORE INSTALLING AGGREGATE BASE

C

B

D

A F

D

E

2'-6"

G

N

H

J

O M

SUBGRADE

D

E

SENSOR DECODER

K

L

5 HYDROMETER

ASSEMBLY N.T.S.

IRRIGATION DETAILS

(BASE BID)

2 POP-UP BUBBLER

DETAIL N.T.S.

RR

R

R

R

R

R

R

0807060504 09

0807060504 09

A

D

F

B

C

E

(E) PUBLIC RESTROOMS (E) P.I.C. / ADMINISTRATION BUILDING

A-501

Sim

SEE C-200 / F1 SITE PLAN

L

IM

IT

S

O F

W O

R K

REFINISH THE CAST-IN-PLACE

CONCRETE WALL, 1,200.5 SF± -

C1 STAIN COLOR,

CONTRACTOR TO FIELD

VERIFY

REFINISH THE CAST-IN-PLACE

CONCRETE WALL - C1 STAIN

COLOR, CONTRACTOR TO

FIELD VERIFY

KERN COUNTY, CALIFORNIA

929CM003BID DOCUMENTS

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

F ile

P at h:

G

:\P R

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C T

\S B

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N C

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\E N

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LB

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Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

A-101

FLOOR PLAN (E)ADMIN AND PUBLIC

RESTROOM (BID OPTION 3)

PRJULY 30, 2026

DIGITAL ONLYSTANDARD APPROVING TEAM

JZ

1/4" = 1'-0"1

FLOOR PLAN - (E)ADMIN AND PUBLIC 0 2' 4' 8'

N

2 1

A

B

C

D

E

F

G

I

J

INSTALL 3/4" x 3" STAINLESS-STEEL

PLATES (7), FULL WELD TO

ADJOINING CANOPY PLATE

(E) STAINLESS-STEEL TUBE

STEEL FRAMES (12) TO BE

FULLY WELDED, ALL CANOPY

PLATES

16' - 5 3/4"

A-102

(E) SKYLIGHT TENSIONED

FABRIC MEMBRANE,

TO BE REPLACED WITH NEW

SEE C-200 / F5 SITE PLAN

(E) 3/4" STAINLESS-STEEL

CANOPY PLATES (7) TO REMAIN

(E) STAINLESS-STEEL GUSSET

PLATES (12) TO REMAIN

INSTALL STAINLESS-STEEL

TUBE STEEL 2x INFILL, ALL

OUTSIDE OF FRAMES

25' - 4"

2' - 8"

2' - 4"

REFINISH THE CAST-IN-PLACE

CONCRETE WALL, 615 SF± - C1

STAIN COLOR, CONTRACTOR

TO FIELD VERIFY

A-501 6

01-FIN FLR SLAB

0' - 0"

03-TO WALL

9' - 0"

02-TO ROOF

7' - 8"

A-501

ADD (N) 3/4" STAINLESS-STEEL INFILL PLATE, FULL WELD

(E) STAINLESS-STEEL TUBE STEEL FRAME

TO BE FULLY WELDED, TO PREVENT WATER

LEAK, ALL PANELS

REPAIR DETERIORATED SURFACE

COATINGS, AND STAIN REFINISH, TYP

KERN COUNTY, CALIFORNIA

929CM003BID DOCUMENTS

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

F ile

P at h:

G

:\P R

O

JE

C T

\S B

U \5

4-

N C

A B

A K

E R

S F

IE

LD

E X

P A

N S

IO

N

\E N

G

IN

\P

LA

N S

\5

4-

_G

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LB

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

A-102

FLOOR PLAN (E)COMMITTAL SHELTER

(BID OPTION 3)

PRJULY 30, 2026

DIGITAL ONLYSTANDARD APPROVING TEAM

JZ

1/4" = 1'-0"1

FLOOR PLAN - (E)COMMITTAL SHELTER

N

0 2' 4' 8'

1/4" = 1'-0"2

NORTH SECTION

3/4" = 1'-0"3

AXONOMETRIC

C BE

REPAIR DETERIORATED SURFACE

COATINGS, AND STAIN REFINISH

A-501

Sim

OPEN TO

BEYOND

REPAIR 1/16"-1/8" CONCRETE

CRACK (8+/- LINEAR FEET) , TOP

AND FACE OF WALL

1-IN

79' - 6"

REFINSH THE CAST-IN-PLACE

CONCRETE WALL 1,200.5 SF± - C1 STAIN

COLOR, CONTRACTOR TO FIELD

VERIFY

REPAIR 1/16" - 1/8"

CONCRETE CRACK (2+/-

LINEAR FEET)

1' - 3 5/8"

03-TO WALL

9' - 0"

(E) STAINLESS-STEEL TUBE STEEL FRAMES

(6) TO BE CONTINUOUSLY WELDED ON THE

OUTSIDE PERIMETER, ALL CANOPY PLATES

INSTALL 3/4" x 3" STAINLESS-STEEL

PLATES (7), FILLET FULL WELD TO

ADJOINING CANOPY PLATE

(E) SKYLIGHT TENSIONED FABRIC MEMBRANE,

TO BE REPLACED WITH NEW

(E) STAINLESS-STEEL CANOPY PLATE

3/16"

3/16"

A-501

3/16"

A-501

FG

INSTALL 3/4" x 3" STAINLESS-

STEEL PLATES (7), BUTT FULL

WELD TO ADJOINING CANOPY

PLATE EXCEPT WHERE IT

RESTS ON SUPPORT BEAM

(E) STAINLESS-STEEL SUPPORT FINS

WELD WELD WELD

DO NOT WELD PANELS

TOGETHER, TYP

CAULK JOINT, TYP

FG

3/16"

(E) STAINLESS-STEEL TUBE STEEL

FRAMES (6) TO BE FULLY WELDED

INSTALL STAINLESS-STEEL TUBE STEEL

2x INFILL, EACH SIDE OF PANEL

CAULK JOINT, TYP

01-FIN FLR SLAB

0' - 0"

03-TO WALL

9' - 0"

A B C D E F G IJ

56' - 0"

REFINISH THE CAST-IN-PLACE

CONCRETE WALL 615 SF± - C1

STAIN COLOR, CONTRACTOR

TO FIELD VERIFY

REPAIR DETERIORATED

SURFACE COATINGS, AND

STAIN REFINISH, TYP (63 LF)

/4

M

IN

/1

M

A X

5/8"

(E) CONCRETE WALL

CRACK GREATER THAN 1/16" WIDE

NEW BACKER ROD

ROUT (E) CRACK, DO NOT STRAIGHTEN

CRACK, DO NOT DEVIATE FROM CRACK

MORE THAN 1/8"

NEW SEALANT

CLEAN WALL, SPEC 03 01 00

(E) CONCRETE WALL

CONCRETE COLD JOINT OR CRACK

GREATER THAN 1/16" WIDE

SCRAPE AND WIRE-BRUSH AWAY ALL FLAKING

CONCRETE, PATCH AND OTHER COATINGS

ADJACENT TO THE REPAIR

PLACE SEAL MATERIAL OVER THE ENTIRE

CRACK AS RECOMMENDED BY

MANUFACTURER

INJECT MANUFACTURER RECOMMENDED SEAL

MATERIAL INTO THE PORTS STARTING FROM THE

BOTTOM OF THE CRACK

PLACE INJECTION PORTS AT 8" TO 12" SPACING

OR AS RECOMMENDED BY MANUFACTURER

ONCE ALL PORTS ARE INJECTED, GRIND AND

REMOVE ALL PORTS AND SURFACE MATERIAL

CLEAN WALL, SPEC 03 01 00

(E) CONCRETE WALL

CRACK LESS THAN 1/32" WIDE, ROUT

CRACK IN CONCRETE, DO NOT

STRAIGHTEN CRACK, DO NOT

DEVIATE FROM CRACK MORE THATN

1/8"

FILL WITH UNSANDED GROUT

CLEAN WALL, SPEC 03 10 00

/2

M

A X

W

ID

T H

3/4"

(E) CONCRETE WALL

CONCRETE COLD JOINT OR CRACK

GREATER 1/32" WIDE

ROUT CRACK IN CONCRETE, DO NOT

STRAIGHTEN CRACK, DO NOT DEVIATE FROM

CRACK MORE THAN 1/8"

CLEAN WALL, SPEC 03 10 00

FOR CRACKS LESS THAN 1/8" FILL WITH

UNSANDED GROUT, FOR CRACKS GREATER

THAN 1/8" FILL WITH SANDED GROUT

KERN COUNTY, CALIFORNIA

929CM003BID DOCUMENTS

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

F ile

P at h:

G

:\P R

O

JE

C T

\S B

U \5

4-

N C

A B

A K

E R

S F

IE

LD

E X

P A

N S

IO

N

\E N

G

IN

\P

LA

N S

\5

4-

_G

-T T

LB

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

A-501

ELEVATIONS AND DETAILS

(BID OPTION 3)

PRJULY 30, 2026

DIGITAL ONLYSTANDARD APPROVING TEAM

JZ

1/8" = 1'-0"1

ELEVATION - PUBLIC RESTROOMS

1/8" = 1'-0"2

SECTION 0 4' 8' 16'

EXISTING CONTROL

JOINT, TYP

1" = 1'-0"3

DETAIL - COMMITTAL SHELTER 0 1' 2'

1" = 1'-0"4

DETAIL - PLATE WELD

1" = 1'-0"5

DETAIL - TUBE STEEL WELD

1/4" = 1'-0"6

ELEVATION - COMMITAL SHELTER

12" = 1'-0"7

CONCRETE CRACK GREATER THAN 1/16"

12" = 1'-0"8

CONCRETE CRACK - EPOXY INJECTION

12" = 1'-0"9

CONCRETE CRACK LESS THAN 1/32"

12" = 1'-0"10

CONCRETE CRACK 1/32" - 1/16"

Revisions:

VA FORM 08 - 6231

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

F ile

P at h:

G

:\P R

O

JE

C T

\S B

U \5

4-

N C

A B

A K

E R

S F

IE

LD

E X

P A

N S

IO

N

\E N

G

IN

\P

LA

N S

\5

4-

_G

-T T

LB

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 RPP TME

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

S-001

STRUCTURAL NOTES

ESF SIO OR NP A LD EE NR GE

T INSI E

G E

E R

R CARRENO VALLEJOS

C 88529

CIVIL

PATRICIO RODRIGO

EXP: 03/31/2028

07/28/202607/30/2026

12" FOOTING W/ #4 @ 10" OC

BOTTOM REINFORCEMENT

EA DIRECTION, TYP

CONCRETE SLAB-ON-

GRADE PER CIVIL

DRAWINGS

TYP

2'-6"

T Y

P '-0

9" WALL FOOTING W/

#4@10" BOTTOM

REINF EA WAY

RETAINING WALL, TYP

EXTERIOR

INTERIOR

EXTERIOR

S-501

NOTES:

1. SEE CIVIL DRAWINGS FOR SLAB CONSTRUCTION AND EXPANSION JOINT DETAILS AND LAYOUT

2. FOR SLAB SLOPE AND TOP OF WALL ELEVATIONS, SEE GRADING PLAN

3. FOR WALL CONTROL JOINTS, SEE DETAIL

12" FOOTING, EXTEND

REINFORCEMENT FROM

RETAINING WALL

FOUNDATION INTO PILLAR

FOUNDATION

REINFORCED

CONCRETE PIER,

TYP OF (6)

S-502

TYP

7/S-502

Revisions:

VA FORM 08 - 6231

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

F ile

P at h:

G

:\P R

O

JE

C T

\S B

U \5

4-

N C

A B

A K

E R

S F

IE

LD

E X

P A

N S

IO

N

\E N

G

IN

\P

LA

N S

\5

4-

_G

-T T

LB

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 RPP TME

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

S-401

STRUCTURAL ENLARGED PLANS

(BID OPTION 3)

1/4" = 1'-0"1

ENLARGED FOOTING PLAN - ASSEMBLY AREA ROSTRUM

ESF SIO OR NP A LD EE NR GE

T INSI E

G E

E R

R CARRENO VALLEJOS

C 88529

CIVIL

PATRICIO RODRIGO

EXP: 03/31/2028

S-501

24" WALL FOOTING

W/ #4@10" BOTTOM

REINF EA WAY

RETAINING WALL, TYP

NOTES:

1. SEE CIVIL DRAWINGS FOR SLAB CONSTRUCTION AND EXPANSION JOINT DETAILS AND LAYOUT

2. FOR SLAB SLOPE AND TOP OF WALL ELEVATIONS SEE GRADING PLAN

3. FOR WALL CONTROL JOINTS SEE DETAIL

S-402

TYP

CONCRETE SLAB PER

CIVIL

7/S-502

EDGE OF PILASTER WALL

BELOW, TYP

16" FOOTING, TYP

COLUMBARIUM EDGE

WALL, TYP

PRECAST COLUMBARIUM

UNITS, TYP

TYP

8"

S-501

TYP

S-501

TYP

2'-0"2'-0" 8"

SEE COLUMBARIUM ELEVATIONS PER CIVIL

25'-6 3/4"

SEE DETAIL 1/S-501 ,TYP

SHEAR REINFORCEMENT SPAN = 7'-0"

LS: 6'-4"

S-501

TYP

1A

1/2" = 1'-0"1

ENLARGED FOOTING PLAN - TYPICAL COLUMBARIUM

Revisions:

VA FORM 08 - 6231

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

F ile

P at h:

G

:\P R

O

JE

C T

\S B

U \5

4-

N C

A B

A K

E R

S F

IE

LD

E X

P A

N S

IO

N

\E N

G

IN

\P

LA

N S

\5

4-

_G

-T T

LB

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 RPP TME

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

S-402

STRUCTURAL ENLARGED PLANS

(BASE BID)

1/4" = 1'-0"2

ENLARGED FOOTING PLAN - TYPICAL COLUMBARIUM PLAZA

ESF SIO OR NP A LD EE NR GE

T INSI E

G E

E R

R CARRENO VALLEJOS

C 88529

CIVIL

PATRICIO RODRIGO

EXP: 03/31/2028

CONNECTION

BETWEEN

COLUMBARIUM UNITS

(BY OTHERS), TYP

NICHE COVER, TYP

EDGE OF WALL

BEYOND

CUT STONE CAP, TYP

DRAINAGE GRAVEL

PER ARCH, TYP

PRECAST

COLUMBARIUM UNIT

(BY OTHERS), TYP

CONSTRUCTION JOINT

ROUGHENED TO CSP 6

(MIN)

CONTINUOUS KEYWAY

P E

R A

R C

H

PER PLAN

3'-5 1/2"

S E

E N

O T

E

/2

3"

#5@10" OC, T&B

(13) #5, T&B

(5) #4 EF

(10) #6

@12" OC

COLUMBARIUM UNIT

BASE CONNECTION

(BY OTHERS)

#4@12" OC

NOTES:

1. PROVIDE ENGINEERED FILL EXTENDING AT LEAST 3 FT BELOW THE BOTTOM OF

FOUNDATIONS TO COMPLY WITH THE GEOTECHNICAL REPORT REQUIREMENTS.

2. NOTIFY ENGINEER OF RECORD IF FIELD CONDITIONS RESULT IN THIS HEIGHT

EXCEEDING 3'-0".

#5, TYP OF (4) PER

STIRRUP (TOTAL OF

(8)). DETAIL 1A ONLY

@12" OC

REFER TO LS DISTANCE

(DETAIL 1A ONLY)

M

IN

M A

X

TOC PER

GRADING PLAN

CONCRETE SLAB-ON-

GRADE PER

COLUMBARIUM

PAVING

ENLARGEMENT, TYP

#4

#4

ELEVATION

NOTE:

1. SEE DETAIL FOR ITEMS SHOWN AND NOT SPECIFIED.

F

O R

F

O R

T Y

P L

A P

S P

L

IC

E L

E N

G T

H

FIN GRADE

1/S-501

EDGE WALL PER DETAIL 4/S-501

PRECAST COLUMBARIUM

UNIT (BY OTHERS)

PER PLAN

ARCH

JT PER

DOWEL W/ 90 DEG

HOOK, MATCH SIZE

AND SPACING OF WALL

REINFORCEMENT

TOP OF PIER PER

COLUMBARIUM ENLARGEMENT

PLAN

TOP OF NICHE FOUNDATION

PER COLUMBARIUM

ENLARGEMENT PLAN

PER PLAN

SECTION

P E

R A

R C

H

PER ARCH

PRECAST COLUMBARIUM

UNIT (BY OTHERS), TYP

COVER CONNECTION (BY

OTHERS), TYP

NICHE COVER (BY

OTHERS), TYP

8"

TYP

1 1/2" CLR

(12) #8

#4@10"

NOTES:

1. CONTRACTOR SHALL COORDINATE DEPTH AND LOCATION OF ALL FLOOR

DEPRESSIONS WITH ARCHITECTURAL DRAWINGS.

2. PROVIDE ADDITIONAL 1-#4x4'-0" DIAGONAL TOP AT ALL RE-ENTRANT CORNERS.

3. PROVIDE #4x4'-0" CORNER BARS FOR ALL CONTINUOUS EDGE REINFORCEMENT

THAT CAN NOT DEVELOP INTO ADJACENT SLAB.

4. VERTICAL DOWELS NOT SHOW FOR CLARITY.

EXTERIOR

CORNERS

RE-ENTRANT

CORNERS

2'-0"

" 4'

-0

2"

D

P E

R P

L A

N

F T

G D

E P

T H

ALIGN EDGE OF TURNDOWN

WITH FACE OF WALL ABOVE,

IF THERE IS NO WALL LOCATE

EDGE OF TURNDOWN 6"

FROM DEPRESSION FACE

10" < D <= 2'-0"

1'-6"

1'-6"

1-#4 CONTINUOUS AT

EDGE, REFER TO NOTE 3

#4 CONTINUOUS @12",

REFER TO NOTE 3

#3 DOWELS @24"

STABLE SLOPE

2-#4 CONTINUOUS

RETAINING CONCRETE

WALL

FOOTING REINFORCEMENT

PER PLAN

P E

R P

L A

N

F T

G D

E P

T H

NOTE:

1. PROVIDE ENGINEERED FILL EXTENDING AT LEAST 3 FT BELOW THE BOTTOM OF

FOUNDATIONS TO COMPLY WITH THE GEOTECHNICAL REPORT REQUIREMENTS.

2. REFER TO ARCH DRAWINGS FOR CONCRETE FINISH AND VERTICAL SCORING.

C L R

2'-6"

6"

REFER TO GRADING SECTIONS

REFER TO GRADING SECTIONS

1'-0"

TYP

3" CLR

#4@10" OC

#5 DOWEL W/ 90 DEG

HOOK @10" OC

#4@10

(4) #4

INTERIOR FACEEXTERIOR FACE

M A

X

SEALANT &

BACKER ROD, TYP

S E

E G

R A

D

IN

G P

L A

N

M

IN

C L R

SLAB PER CIVIL

1" CHAMFER, TYP

NOTE:

1. PROVIDE ENGINEERED FILL EXTENDING AT LEAST 3 FT BELOW THE BOTTOM OF

FOUNDATIONS TO COMPLY WITH THE GEOTECHNICAL REPORT REQUIREMENTS.

2. REFER TO ARCH DRAWINGS FOR CONCRETE FINISH AND VERTICAL SCORING.

C L R

PER PLAN

S E

E G

R A

D

IN

G P

L A

N S

M

IN

TOC, SEE GRADING PLANS

8"

#4@10" OC

#5 DWL W/ 90 DEG

HOOK @10" OC

#4@10" OC

(4) #4

INTERIOR FACEEXTERIOR FACE

1/2"

SEALANT &

BACKER ROD, TYP

ROUGHEN SURFACE TO

CSP 6 (MIN)

CONT #4

TYP

3" CLR

C L R

1" CHAMFER,TYP

SLAB PER CIVILTYPICAL SLAB

EXPANSION JOINT PER

ARCH

NOTES:

1. Ldh = DEVELOPMENT LENGTH OF STANDARD HOOKS IN TENSION (INCHES).

2. Ldh = Lhb UNLESS CONDITIONS OF NOTE 3 ARE SATISFIED.

3. Ldh = 0.7Lhb FOR #11 BARS AND SMALLER WHEN SIDE COVER (NORMAL TO PLANE OF HOOK) IS

NOT LESS THAN 2 1/2 INCHES AND FOR 90° HOOKS COVER ON BAR EXTENSION BEYOND HOOK

IS NOT LESS THAN 2 INCHES.

4. HOOKS ARE NOT CONSIDERED EFFECTIVE FOR DEVELOPING BARS IN COMPRESSION.

5. Ldh SHALL BE MULTIPLIED BY 1.2 FOR EPOXY-COATED HOOKED REINFORCING BARS.

OUTSIDE FACE

OF BAR

OUTSIDE FACE

OF BAR

DEVELOPMENT LENGTHS OF STANDARD HOOKS IN TENSION

BAR

SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

#14

#18

BAR

SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

#14

#18 f'c=3,000 PSI

9"

11"

14"

17"

20"

22"

25"

28"

31"

38"

Lhb 0.7 Lhb

6"

8"

10"

12"

14"

16"

18"

20"

22" f'c=4,000 PSI

8"

12"

15"

17"

19"

22"

25"

27"

33"

43"

Lhb 0.7 Lhb

6"

7"

9"

10"

12"

14"

15"

17"

19" f'c=5,000 PSI

7"

9"

11"

15"

17"

20"

22"

24"

29"

39"

Lhb 0.7 Lhb

6"

6"

8"

9"

11"

12"

14"

16"

17"

13"

180° HOOKS

Ldh

90° HOOKS

Ldh

GRADE 60 REINFORCEMENT, NORMAL WEIGHT CONCRETE

MINIMUM HOOK DIMENSIONS

BAR

SIZE

GR60

D

GR 80 & 100

D

90° & 135° Lext

#3

#4

#5

1 1/2"

2"

2 1/2"

2"

2 1/2"

3 1/4"

3"

3"

3 3/4"

D = INSIDE DIAMETER OF BEND

db = BAR DIAMETER

CORNER CONDITIONS

CROSS TIE

90° HOOK

135° HOOK

135° HOOK

135° HOOK 135° HOOK

90° HOOK

BEYOND

90° HOOK

90° HOOK

BEYOND

NOT APPLICABLE FOR SEISMIC HOOPS

AND TIES IN SDC C, D, E, AND F

D

D E

T A

IL

IN

G D

IM

E

N S

IO

N

Lext

D

135° HOOK

90° HOOK

D

D

D E

T A

IL

IN

G D

IM

E

N S

IO

N

Lext db

135°

180° HOOK

Lext

2 1/2"

2 1/2"

2 1/2"

D E

T A

IL

IN

G D

IM

E

N S

IO

N

D

180° HOOK

D L e x t

180° db

Revisions:

VA FORM 08 - 6231

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

F ile

P at h:

G

:\P R

O

JE

C T

\S B

U \5

4-

N C

A B

A K

E R

S F

IE

LD

E X

P A

N S

IO

N

\E N

G

IN

\P

LA

N S

\5

4-

_G

-T T

LB

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 RPP TME

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

S-501

STRUCTURAL DETAILS

NO SCALE1

TWO-SIDED NICHE WALL SECTION

NO SCALE2

EDGE COLUMN

NO SCALE3

COLUMBARIUM UNIT SECTION

NO SCALE4

PLAN VIEW - COLUMBARIUM WALL SECTIONS

NO SCALE7

TYPICAL WALL FOOTING STEP

NO SCALE5

TYPICAL RETAINING WALL DETAIL

COLUMBARIUM SEATING AREA

NO SCALE6

TYPICAL RETAINING

WALL DETAIL ROSTRUM AREA

1A

NO SCALE8

TYPICAL DEVELOPMENT LENGTHS

OF STANDARD HOOKS IN TENSION

NO SCALE9

TYPICAL STIRRUP, HOOP, AND TIE HOOKS

ESF SIO OR NP A LD EE NR GE

T INSI E

G E

E R

R CARRENO VALLEJOS

C 88529

CIVIL

PATRICIO RODRIGO

EXP: 03/31/2028

CONCRETE WALL

EXISTING

CONCRETE

PAVEMENT, TYP.

PER ARCH

S E

E A

R C

H

M A

X

S E

E A

R C

H

CONCRETE

PAVEMENT, TYP.

1'-0" MIN. 1'-0" MIN.

(3) #4, TYP

#3, TYP

#4 @ 12" OC

M

IN8

#4 @ 12" OC

CLR

2".

#4 @ 12" OC

#4 @ 12" OC, TYP

#4 @ 12" OC

12"

12"

2'-0", TYP

1/2" SEALANT JOINT, TYP.

STEEL PIPE HANDRAIL PER ARCH

M A

X T

Y P

M

IN

TYP

3" CLR

TYP RETAINING WALL

AT ROSTRUM

SLAB ON GRADE PER

ROSTRUM LAYOUT

PAVEMENT PLAN

ENLARGEMENT

EDGE OF RETAINING

WALL FOOTING

BEYOND

SERVICE SEAL PILLAR

FIN GRADE

FIN GRADE

ELEVATION PER

ROSTRUM ENLARGED

GRADING PLAN

S-502

REINFORCEMENT PER DET 5/S-502

FOOTING REINFORCEMENT

PER PLAN

(4) #5 DOWELS, TYP EA FACE

TYP

3" CLR1" CHAMFER, TYP

#4 @ 8" OC

GROOVE DIMENSION SCHEDULE ADDITIONAL DOWEL SCHEDULE

WALL THICKNESS A B C

8"<=T<12"

12"<=T<16"

16"<=T<22"

22"<=T<26"

1"

1 1/2"

2"

2 1/2"

1/2"

1/2"

3/4"

3/4"

1/4"

1/4"

3/8"

3/8"

#4

HORIZONTAL

BAR SIZE

T<12" T>=12"

DOWELS

#5

#6

#7

#8

(1) 1/2"Ø x2'-0"

(1) 1/2"Ø x2'-0"

(1) 3/4"Ø x3'-2"

(1) 7/8"Ø x4'-4"

(1) 7/8"Ø x4'-4"

(2) 3/8"Ø x2'-0"

(2) 3/8"Ø x2'-0"

(2) 1/2"Ø x2'-0"

(2) 5/8"Ø x2'-6"

(2) 5/8"Ø x2'-6"

NOTES:

1. LOCATE VERTICAL CONTROL JOINTS ACCORDING TO THE FOLLOWING CRITERIA:

A. WHERE SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS

B. AT 10'-0" MAXIMUM SPACING ALONG A CONTINUOUS LENGTH OF WALL

C. WITHIN 10'-0" OF CORNERS, NO CLOSER THAN 5'-0" FROM CORNERS OR PILASTERS

D. AT ABRUPT CHANGES IN WALL THICKNESS OR HEIGHT

2. WHERE CONTROL JOINT LOCATIONS ARE NOT SHOWN ON THE DRAWINGS, SUBMIT WALL JOINT

LOCATIONS FOR APPROVAL PRIOR TO DETAILING REINFORCEMENT AND A MINIMUM OF TWO

WEEKS PRIOR TO POUR.

3. THIS DETAIL IS NOT TO BE USED IN SHEAR WALLS AND WHERE WALLS SPAN HORIZONTALLY TO

SUPPORT LATERAL AND/OR VERTICAL LOADS. REFER TO PLANS FOR LOCATIONS WHERE

WALLS ARE SO DESIGNED.

4. PROVIDE SMOOTH DOWEL BARS AT SAME SPACING AS HORIZONTAL REINFORCEMENT.

REFER TO SCHEDULE FOR NUMBER, SIZE, AND LENGTH. LIGHTLY COAT ONE END OF DOWEL

WITH PARAFFIN-BASED LUBRICANT, ASPHALT EMULSION, FORM OIL, OR GREASE OR USE A

PLASTIC OR METAL SLEEVE SPECIFICALLY DESIGNED FOR THE PURPOSE OF PREVENTING A

BOND BETWEEN THE DOWEL AND CONCRETE. DOWELS ARE TO BE PARALLEL TO WALL

SURFACE AND HORIZONTAL AND SHALL BE SECURED TO PREVENT MOVEMENT DURING

CONCRETE PLACEMENT. CENTER DOWEL IN WALL WHERE ONLY ONE DOWEL IS SCHEDULED.

5. PROVIDE CONTINUOUS VERTICAL GROOVE FORMED IN EACH FACE OF WALL. FORM GROOVE

WITH WOOD, RUBBER, PLASTIC, OR METAL FORMER STRIPS WITH WALL FORMS. REFER TO

SCHEDULE FOR DIMENSIONS. FILL GROOVE WITH PERMANENT SEALANT AS SHOWN ON THE

ARCHITECTURAL DRAWINGS AND AT BELOW GRADE CONDITIONS.

6. FORM PANELS SHALL BE SPLICED ONLY AT CONTROL JOINTS.

W A

L L

T H

IC

K

N E

S S

T

PLAN

TYPICAL NOTCH

C

A

C L E

A R

2"

B

2"

#3 SUPPORT BAR, TIE

TO EACH DOWEL AND

HORIZONTAL BARS

REFER TO NOTE 4

PROVIDE (2) ADDITIONAL

VERTICAL BARS EACH

SIDE OF JOINT4" 4"REFER TO NOTE 5

EQUAL EQUAL

Revisions:

VA FORM 08 - 6231

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

F ile

P at h:

G

:\P R

O

JE

C T

\S B

U \5

4-

N C

A B

A K

E R

S F

IE

LD

E X

P A

N S

IO

N

\E N

G

IN

\P

LA

N S

\5

4-

_G

-T T

LB

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026 RPP TME

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

S-502

STRUCTURAL DETAILS

NO SCALE2

STAIR REINFORCEMENT AND FOOTING DETAL

NO SCALE4

REAR ROSTRUM WALL AND CONCRETE PILLAR SECTION

NO SCALE5

CONCRETE PILLAR SECTION

NO SCALE7

TYPICAL VERTICAL CONTROL JOINT AT CONCRETE WALL (VISUALLY CRITICAL)

ESF SIO OR NP A LD EE NR GE

T INSI E

G E

E R

R CARRENO VALLEJOS

C 88529

CIVIL

PATRICIO RODRIGO

EXP: 03/31/2028

SS

SS

SD

SD

SD

SD

SD

SD

SD

SD

SD

X X X X X X X X X X X

X

XX

X

X

PB

PB

PB

PB

PB

PB

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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

Fil e P ath : P

:\IF

SI

1-

B

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NA

L C

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Y\

DR

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IN

GS

\S

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S\

9C

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_E S1

_E

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026

ES101

N/A

JOL DKC

ELECTRICAL SITE PLAN

(BID OPTION 3)

# KEY NOTES:

1. PROVIDE POWER FOR NEW AUTOMATED GATE OPENER (BASIS

OF DESIGN IS A 230V/1PH, 1-HP) FOR GATES AT EXISTING

ENTRY WALL AND GATES.

2. EXISTING ADMINISTRATION / P.I.C BUILDING.

3. PROVIDE UNDERGROUND PULLBOX 12IN BY 12IN.

4. TRENCH MIN OF 18IN AND PROVIDE 2#8, 1#10G IN A 1IN

CONDUIT FOR EACH GATE OPENER.

5. TRENCH MIN OF 18IN AND PROVIDE 2#18 STRANDED IN A 3/4

CONDUIT FOR THE 5VDC OPEN, CLOSE, STOP CONTROL

FUNCTION OF THE KEYPAD.

SHEET NOTES:

1. BRANCH CIRCUIT HOMERUNS SHALL NOT HAVE MORE THAN

THREE CIRCUITS. COMBINING CIRCUITS IS PROHIBITED PER

PG 18-10 - ELECTRICAL DESIGN MANUAL.

2. UNDERGROUND DUCTS AND CONDUITS SHALL BE ENCASED IN

CONCRETE. DIRECT BURIAL CONDUIT MAY BE ALLOWED ONLY

FOR OUTDOOR LIGHTING AND POWER BRANCH CIRCUITS PER

PG 18-10 - ELECTRICAL DESIGN MANUAL.

3. ROUTE THE MAIN DISTRIBUTION SYSTEMS FOR UTILITIES

IMMEDIATELY ADJACENT TO ROADWAYS WITHIN 3000 MM (10')

OF THE CURB OR PAVEMENT EDGE. ROUTE ANY UTILITY LINES

THROUGH INTERMENT AREAS BETWEEN SECTIONS, IN ORDER

TO AVOID OBSTRUCTION OF GRAVESITES WITHIN BURIAL

SECTIONS. INSTALL ALL UTILITY LINES, INCLUDING ELECTRIC

POWER AND COMMUNICATION LINES, UNDERGROUND PER

NCA FACILITIES DESIGN GUIDE.

4. POWER CONDUIT MUST BE SEPARATED FROM THE CONTROL

CONDUIT BY A MINIMUM OF 12 INCHES NOT TO CAUSE ANY

INTERFERENCE OR FAULTY SIGNALS.\

5. GENERAL CONTRACTOR IS TO DEVELOP AND IMPLEMENT

COMPREHENSIVE MEANS AND METHODS FOR TRENCHING

ACROSS EXISTING ROADWAY (IE. UTLITY LOCATES, TRAFFIC

CONTROLS, ETC.)

SCALE: 1" = 50'

0 25' 50' 100' 150'

NORTH

3 TYP

4 5 TYP

7/28/2026 151 OF 163

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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

Fil e P ath : P

:\IF

SI

1-

B

AK

ER

SF

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LD

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AT

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NA

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EM

ET

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\S

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Walter P Moore

(310) 254-1900

AES Group, Inc.

(303) 841-3922

Davy Architecture

(619) 238-3811

Aqua Engineering

(970) 229-9668

Above Group

(321) 345-9026

EP601

N/A

JOL DKC

ELECTRICAL SCHEDULES

(BID OPTION 3)

# KEY NOTES:

1. PROVIDE POWER FOR NEW AUTOMATED GATE OPENER (BASIS

OF DESIGN IS A 230V/1PH, 1-HP)

SHEET NOTES:

1. PROVIDE COMPATIBLE BREAKER ON EXISTING PANELBOARD.

7/28/2026 152 OF 163

TELEPHONE BACKBOARD (WALL MOUNTED)

TELEPHONE TERMINAL CABINET

TTB

COMMUNICATION SYMBOLS

SYMBOL DESCRIPTION

CEILING MOUNTED GLASS BREAK SENSORGB

TELECOMM GROUND BUS BAR, COPPER

4-POST NETWORK EQUIPMENT RACK.

TELECOMMUNICATIONS ABBREVIATIONS

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAP ALARM ANNUNCIATOR PANEL

AC ALTERNATING CURRENT OR ARMORED CABLE

ACC ACCESSIBLE

ADDL ADDITIONAL

ADJ ADJACENT, ADJOINING

ADO AUTOMATIC DOOR OPENER

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

AMB OR A AMBIENT

ARCH ARCHITECT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

BAT BATTERY

BBC BONDING BACKBONE CONDUCTOR

BC BARE COPPER

BD BOARD

BFF BELOW FINISH FLOOR

BLDG BUILDING

BPIP BOILER PLANT INSTRUMENTATION PANEL

BYP BY PASS

C CONDUIT

CAB CABINET

CALC CALCULATE

CAP CAPACITY

CAT CATALOG

CATV COMMUNITY ANTENNA TELEVISION

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COAX COAX CABLE

COMM COMMUNICATION

COMPT COMPARTMENT

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CTV CABLE TELEVISION

CU COPPER

CU FT CUBIC FEET

CUR CURRENT

DB DECIBEL OR DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DIAG DIAGRAM

DISTR DISTRIBUTION

DN DOWN

DRSW DOOR SWITCH

DWG DRAWING

EC EMPTY CONDUIT

EG EQUIPMENT GROUND

EL ELEVATION

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

ESMT EASEMENT

EXIST EXISTING

FLEX FLEXIBLE METALLIC CONDUIT

FOUTT TELEPHONE FLOOR OUTLET

FP FIRE PROTECTION

FT FEET OR FOOT

G OR GND GROUND OR GENERATOR

GEN GENERATOR

GTB GROUND TERMINAL BOX

HT HEIGHT

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

J-BOX JUNCTION BOX

LF LINEAR FEET (FOOT)

LTNG LIGHTNING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MT MOUNT

MTD MOUNTED

MTG MOUNTING

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEUT OR N NEUTRAL

NIC NOT IN CONTRACT

NS NO SCALE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

P POLE

PA PUBLIC ADDRESS

PB PANELBOARD, PULL BOX, OR PUSHBUTTON

PBB PRIMARY BONDING BUSBAR

PBPU PREFABRICATED BEDSIDE PATIENT UNIT

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PNL PANEL

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

REQD REQUIRED

SF SQUARE FOOT (FEET)

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SPEC SPECIFICATION

SURF SURFACE

SW SWITCH

TBC TELECOMMUNICATIONS BONDING BUSBAR

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

MSB MAIN SWITCH BOARD

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

WP WEATHERPROOF

STRUCTURED CABLING SYSTEM (SCS):

THE SCS CONTRACTOR (SCSC) SHALL PROVIDE ALL BACKBONE AND HORIZONTAL CABLING, COMPONENTS AND TERMINATIONS AS REQUIRED FOR A COMPLETE AND OPERATIONAL CABLING SYSTEM PER INDUSTRY BEST PRACTICES AS PRESCRIBED BY BICSI AND

NEC.

THE SCSC SHALL BE RESPONSIBLE FOR COORDINATION WITH THE ELECTRICAL CONTRACTOR (EC) FOR SPECIFIC LOCATIONS OF ALL TELECOMMUNICATIONS SYSTEM DEVICES, INCLUDING ANCILLARY SYSTEM COMPONENTS AND ASSOCIATED CONDUITS

PROVIDED BY THE EC.

THE ELECTRICAL CONTRACTOR (EC) SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL ROUGH-IN COMPONENTS ASSOCIATED WITH THE TELECOMMUNICATIONS SYSTEM COMPONENTS AS NOTED ON THE DRAWINGS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, CONDUIT AND BACK-BOXES. THE EC SHALL COORDINATE ALL REQUIREMENTS WITH THE SCS

CONTRACTOR.

TELECOM ROOM (TR) EQUIPMENT RACKS:

THE SCS CONTRACTOR SHALL FURNISH AND INSTALL ALL CABLING PATCH PANELS (COPPER AND FIBER) AND SHALL BE

RESPONSIBLE FOR ALL CABLE TERMINATIONS AT THE PATCH PANELS.

THE NCA SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL ACTIVE EQUIPMENT, CONTROLLERS, SWITCHES, ETC.

THAT RESIDE WITHIN THESE RACKS.

ACCESS CONTROL:

THE SCS CONTRACTOR (SCS) SHALL BE RESPONSIBLE FOR INSTALLING ALL CABLING AND DEVICES TO SUPPORT THE NEW

INTRUSION DETECTION SYSTEM EQUIPMENT.

THE ELECTRICAL CONTRACTOR (EC) SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL ROUGH-IN COMPONENTS ASSOCIATED WITH THE INTRUSION DETECTION SYSTEM AS NOTED ON THE DRAWINGS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, CONDUIT AND BACK-BOXES. THE EC SHALL COORDINATE WITH THE SCS CONTRACTORS.

GROUNDING AND BONDING:

THE EC SHALL BE RESPONSIBLE FOR GROUNDING ALL BACKBONE CONDUIT AND CABLE TRAY.

THE SCSC SHALL BE RESPONSIBLE FOR GROUNDING ALL CABINETS, ENCLOSURES, AND PROTECTOR BLOCKS INSIDE

TELECOMMUNICATIONS ROOMS.

FIRESTOPPING:

THE EC SHALL BE RESPONSIBLE FOR FIRE-STOPPING SLEEVE ASSEMBLIES TO OBTAIN A UL RATING.

THE SCSC SHALL BE RESPONSIBLE FOR FIRE-STOPPING INSIDE THE SLEEVES AFTER CABLE INSTALLATION IS COMPLETE.

CONDUIT:

THE EC SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL ALL HORIZONTAL CABLING PATHWAYS. THIS SHALL INCLUDE ALL INTERIOR CONDUITS, PATHWAY COMPONENTS SUCH AS JUNCTION BOXES, PULL BOXES, WALL/CEILING PENETRATIONS AND CONDUIT SLEEVES, WHETHER SHOWN ON THE DRAWINGS OR AS REQUIRED TO PENETRATE FULL-HEIGHT PARTITIONS AS SHOWN ON THE DRAWINGS. THE EC SHALL PROVIDE AND INSTALL ALL BUSHINGS ON TELECOMMUNICATIONS CONDUITS PRIOR TO

INSTALLATION OF CABLING.

THE SCSC SHALL BE RESPONSIBLE FOR ALL WIRE RACEWAYS, CABLE RUNWAY (LADDER RACK) AND OTHER REQUIREMENTS FOR ROUTING AND SECURING CABLE INSIDE THE MAIN TELECOMMUNICATIONS ROOM (MTR) AND ALL TR'S.

TELECOMMUNICATIONS COMMUNICATIONS OUTLETS (C.O.'S) AND DEVICES:

THE EC SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL CONDUIT AND BACK-BOXES ASSOCIATED WITH THE

TELECOMMUNICATIONS C.O.'S AND DEVICES.

THE SCSC SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL STRUCTURED CABLING, JACKS, FACEPLATES AND JUMPER/PATCH

CORDS.

COORDINATION NOTES

GENERAL NOTES

1. PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED.

2. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE

ARTICLE 110, COORDINATE EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES.

3. IF AN OUTLET BOX IS REQUIRED TO BE LOCATED IN AN ASSEMBLY OR PARTITION RATED AS "FIRE/SMOKE" OR "SMOKE" OR IDENTIFIED AS EITHER "FIRE/SMOKE" OR "SMOKE", THEN ALL OF THE FOLLOWING CONDITIONS SHALL BE MET:

A. THE OUTLET BOX SHALL BE METALLIC.

B. THE OUTLET BOX OPENINGS SHALL OCCUR ONLY ON ONE SIDE OF THE FRAMING SPACE.

C. THE OUTLET BOX OPENINGS SHALL NOT EXCEED 16 SQUARE INCHES.

D. ALL CLEARANCES BETWEEN THE OUTLET BOX AND THE WALL BOARD MATERIAL SHALL BE COMPLETELY SEALED WITH APPROVED

MATERIALS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS FOR THE PROJECT.

E. PROVIDE A SUPPLEMENTAL BARRIER AROUND OUTLETS LARGER THAN 16 INCHES SO THAT THE ORIGINAL RATING OF THE PENETRATION IS

MAINTAINED.

F. THE TOTAL AGGREGATE SURFACE AREA OF THE OUTLET BOX SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET.

G. THE OUTLET BOX SHALL BE SEPARATED FROM OPENINGS ON THE OPPOSITE SIDE OF THE RATED PARTITION BY A MINIMUM HORIZONTAL

DISTANCE OF 24 INCHES.

H. THE OUTLET BOX SHALL BE SECURELY FASTENED TO A PARTITION FRAMING MEMBER BY MEANS OF AN APPROVED ATTACHMENT METHOD.

I. OPENINGS CUT INTO THE WALL BOARD MATERIAL SHALL NOT EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES

OF THE OPENING.

4. LOCATIONS OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE EXACT EQUIPMENT LOCATION AND CONNECTION

REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO INSTALLATION.

5. FOR EXACT LOCATION OF CEILING MOUNTED EQUIPMENT REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. LOCATIONS OF EQUIPMENT NOT INCLUDED ON THE REFLECTED CEILING PLAN SHALL BE COORDINATED WITH THOSE ITEMS SHOWN. COORDINATION OF CEILING MOUNTED EQUIPMENT SHALL BE PRIOR TO ANY ROUGH-IN. NOTIFY ARCHITECT OF ANY DISCREPANCY.

6. PROVIDE FINAL CONNECTIONS TO OWNER PROVIDED EQUIPMENT WHERE INDICATED ON THE PLAN DRAWINGS.

7. PRIOR TO ROUGH-IN AND INSTALLATION OF ANY FLOOR MOUNTED DEVICE, VERIFY LOCATION WITH THE ARCHITECT.

8. VERIFY AND COORDINATE THE LOCATION OF REQUIRED DIVISION 27 OUTLETS WITH OTHER TRADE DRAWINGS AND OWNER PROVIDED

EQUIPMENT.

PULL SCHEDULE REQUIREMENTS

CONTRACTOR SHALL PROVIDE PULL SCHEDULE WITH TELECOM SHOP DRAWINGS. TELECOM SHOP DRAWINGS WILL NOT BE REVIEWED

UNLESS THEY INCLUDE PULL SCHEDULES.

9. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION FOR THE INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR.

10. EACH VOICE/DATA OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1) 1-1/2" CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING OR TO AN ACCESSIBLE CABLE TRAY WHERE PROVIDED.

WORK BY ELECTRICAL CONTRACTOR PER SPECS.

11. ALL BONDING AND GROUNDING ELEMENTS UTILIZED FOR STRUCTURED CABLING SYSTEM SHALL BE IN COMPLIANCE WITH SPECIFICATION

SECTION 262000.

12. PROVIDE ALL SLEEVES AS REQUIRED FOR ALL LOW VOLTAGE CABLE PATHWAYS. RESTORE THE FIRE RATING OF THE SURFACE.

13. CABLE INSTALLED BELOW SLAB SHALL HAVE INDOOR/OUTDOOR RATED JACKET FOR PROTECTION OF STRUCTURED CABLE.

14. TELECOMMUNICATIONS ROOM SHALL BE BONDED AND GROUNDED IN ACCORDANCE WITH TIA-607D.

15. ALL TELECOMMUNICATIONS CONDUITS SHALL BE PROVIDED WITH BUSHINGS AT EACH END FOR PROTECTION OF STRUCTURED CABLE.

16. CAT6A CABLE BUNDLE SIZES AND CABLES ENCLOSED IN CONDUITS SHALL NOT EXCEED CABLE QUANTITIES INDICATED IN NEC TABLE 725.144, UNLESS CABLES ARE UL LISTED AS X-LP (0.5A). TYPE 4 POE CABLES WITHOUT LP CERTIFICATION ARE SUBJECT TO INSPECTION TO ENSURE

BUNDLE SIZE AND CURRENT LIMITATIONS PER NEC TABLE 725.144 ARE NOT EXCEEDED.

17. PROVIDE FACTORY PRE-TERMINATED CAT6A AND FIBER OPTIC CABLES WHEN DISTANCES ARE KNOWN. FIELD TERMINATED CABLES ARE

ALLOWED IF KNOWN DISTANCES ARE NOT ABLE TO BE DETERMINED.

18. BUNDLE CABLES TOGETHER IN GROUPS OF RELEVANCE (FOR EXAMPLE, CABLES TO A SINGLE EQUIPMENT DISTRIBUTOR OR UPLINKS TO CORE

DEVICES), AS THIS WILL EASE MANAGEMENT AND TROUBLESHOOTING.

19. BUNDLES OF CABLES, WHEN NECESSARY, SHOULD BE BUILT FROM SUB-BUNDLES OF NO MORE THAN 6-8 INDIVIDUAL CABLES. THE LARGER

BUNDLES SHOULD NOT EXCEED FOUR SUB-BUNDLES OF LIKE QUANTITY.

20. WHEN BUNDLING OR SECURING CABLES, USE VELCRO-BASED TIES NOT MORE THAN EVERY 3 FT TO 6 FT, AND MORE FREQUENTLY AS NEEDED TO MAINTAIN A CLEAN INSTALLATION. DO NOT USE ZIP TIES OR TWIST TIES FOR CABLE BUNDLING OR SECURING, AS THESE APPLY PRESSURE

ON THE CABLES.

21. ONLY BUNDLE LIKE CABLE TYPES. DO NOT BUNDLE FIBER, POWER, AND UTP TOGETHER.

CAT6A COPPER CABLE COLOR CODING

WHITE

YELLOW/GREEN/GREY

ORANGE

VIOLET

BLUE

RED

BLACK

- VOICE

- DATA

- WIRELESS

- VIDEO SURVEILLANCE

- NURSE CALL

- FIRE ALARM

- BAS & DAS

A

SECURITY ACCESS, VIDEO CAMERA WITH LENS

LETTER = CAMERA IDENTIFICATION - REFER TO CAMERA

SCHEDULE FOR ADDITIONAL INFORMATION

CEILING MOUNTED, DUAL TECHNOLOGY MOTION SENSOR FOR

INTRUSION DETECTION SYSTEM.

BALANCED MAGNETIC SWITCH FOR DOOR POSITION MONITORING. DC

A G

P ro je c t N o . Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456Revisions: Date:

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT VA Project No.

AG Project No.

Aqua Engineering

(970) 229-9668

Davy Architecture

(619) 238-3811

AES Group, Inc.

(303) 841-3922

U.S. Department of Veterans Affairs

Office of Design and Construction

Service Above Group

(321) 345-9026

Walter P Moore

(310) 254-1900

TECHNOLOGY LEGEND, ABBREV, &

GENERAL NOTES (OPTION 3)

BID DOCUMENTS BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

JUNE 30, 2026 CVMTDB

T-001

KERN COUNTY, CALIFORNIA

0125031

929CM003

SHEET LIST

SHEET NUMBER SHEET NAME

T-001 TECHNOLOGY LEGEND, ABBREV, & GENERAL NOTES (OPTION 3)

T-100 TECHNOLOGY SITE PLAN (OPTION 3)

TD100 TECHNOLOGY MAINTENANCE YARD SITE PLAN - DEMO (OPTION 3)

TD101 TECHNOLOGY BUILDING PLANS - DEMOLITION (OPTION 3)

TN100 TECHNOLOGY MAITENANCE YARD SITE PLAN - NEW WORK (OPTION 3)

TN101 TECHNOLOGY BUILDING PLANS - NEW WORK (OPTION 3)

TD100

TD101

TN101

TD101

TN101

A G

P ro je c t N o . Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456Revisions: Date:

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT VA Project No.

AG Project No.

Aqua Engineering

(970) 229-9668

Davy Architecture

(619) 238-3811

AES Group, Inc.

(303) 841-3922

U.S. Department of Veterans Affairs

Office of Design and Construction

Service Above Group

(321) 345-9026

Walter P Moore

(310) 254-1900

TECHNOLOGY SITE PLAN (OPTION 3) BID DOCUMENTS BAKERSFIELD NATIONAL CEMETERY

EXPANSION CONSTRUCTION

DOCUMENTS

JUNE 30, 2026 CVMTDB

T-100

KERN COUNTY, CALIFORNIA

0125031

929CM003

1" = 100'-0"

SITE PLAN - TECHNOLOGY - NEW WORK N 0…