BNC-929CM003-BD-PLANSPart-5.pdf

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Bakersfield National Cemetery Gravesite Expansion
Solicitation number
36C78626B0029_1
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WHITE WOLF DRIVE

TEHACHAPI WAY

3.5" ALUMINUM CAP1" REBAR

1" REBAR 1" REBAR

1" REBAR

3.5" ALUMINUM CAP 3.5" ALUMINUM CAP

3.5" ALUMINUM CAP

3.5" ALUMINUM CAP 3.5" ALUMINUM CAP

1" REBAR

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PLANTERPLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

WHITE

STRIPE

ADA RAMP

ADA RAMP

ADA RAMP

ADA RAMP

ADA

RAMP

ADA RAMP

ADA RAMP

ADA

RAMP

ADA

RAMPADA

DIRECTION

SIGNS

EXISTNG

SIGN

SNAKES SIGNS

MONUMENT

SIGN

SECTION 10 A

SECTION 10

SECTION 11

SECTION 12

SECTION 9

SECTION 8

SECTION 17

SECTION 8SECTION 12SECTION 17

SECTION 18

V-GUTTER

INLET

CULVERT

STMH

CULV

ER

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CULVERT

POST

PLANTER

SUMP

GRAVEL

GRAVEL

PAVERS

BENCH

POST

BENCH

POST

BENCH

IRR. BOXES

IRR.

BOXES

IRR. BOX

IRR. BOXES

IRR. BOX

WATER VALVES

IRR. BOX

POST

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PUBLIC INFORMATION CENTER

& ADMINISTRATION BUILDING

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REMOVE OR RECYCLE EX. PAVEMENT/CONCRETE.

INCLUDES ALL PAVEMENT COURSES AND

AGGREGATE BASES. PAVEMENT REMOVAL TO BE

PERFORMED ONCE BURIAL EXPANSION IS

COMPLETE.

DEMOLITION LEGEND:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL

ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

3. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE NEAREST

EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN FIVE FEET

FROM THE END OF CURB REMOVAL.

4. REFER TO LANDSCAPE PLAN FOR REMOVAL / TRANSPLANT OF EXISTING TREES

AND SHRUBS.

DEMOLITION NOTES:

REMOVE SIGN

REMOVE / RELOCATE IRRIGATION INFRASTRUCTURE.

(SEE IRRIGATION DRAWINGS)

DEMOLISH STORM STRUCTURE. CONTRACTOR TO PLUG

EXISTING STORM SEWER LINE.

DEMOLITION KEYNOTE LEGEND:

DESCRIPTION

DEMOLISH FLOWER WATERING STATION AND ASSOCIATED

PLUMBING (CONTRACTOR TO SAVE TRASH BINS FOR

REUSE.)

REMOVE TREES / VEGETATION (TYP.)

REMOVE DECOMPOSED GRANITE / DIRT ROAD

REMOVE CURB AND GUTTER / CONCRETE

DIVERSION DITCH. (SEE NOTE 3.)X

REMOVE EX. STORM PIPE

REMOVE EX. FEATURE

PAVEMENT UTILITY TRENCH

LIMITS OF CONSTRUCTIONLOC

MAINTAIN PORTION OF CONCRETE DIVERSION

DITCH FOR EROSION AND SEDIMENT CONTROL

PURPOSES. DEMOLISH ONCE GRADING ACTIVITIES

ARE COMPLETE AND FILL IN DITCH.

CONTRACTOR TO COORDINATE WITH LOCAL UTILITY

PROVIDER TO RELOCATE TELECOMMUNICATIONS

BOX.

PROTECT / ADJUST EXISTING IRRIGATION

INFRASTRUCTURE TO GRADE UNLESS OTHERWISE

NOTED ON IRRIGATION PLANS.

TREE TO BE TRANSPLANTED

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 RPP RJP

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

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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

KEY MAP

(NOT TO SCALE)

1 2 3

CD106

SITE DEMOLTION PLAN

NORTHGRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

RANCHO EL TEJONCIR.

WHITE WOLF DRIVE

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

RANCHO EL TEJON CIR.

TEHACHAPI WAY

COMMITTAL SHELTER

LOOP

MAINTENANCE ACCESS ROAD

MAINTENANCE ACCESS ROAD

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

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SECTION 10 A

SECTION 10

SECTION 11

SECTION 12

SECTION 9

SECTION 8

SECTION 7

SECTION 18

SECTION 17

SECTION 16

SECTION 15

COLUMBARIUM COMPLEX A

ASSEMBLY AREA

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WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

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WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

SS

SS

LO

C LOC

LOC

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REFER TO COLUMBARIUM

DRAWINGS FOR DETAILED

DESIGN INFORMATION WITHIN

COLUMBARIUM COMPLEX "D"

REFER TO COLUMBARIUM

DRAWINGS FOR DETAILED

DESIGN INFORMATION WITHIN

COLUMBARIUM COMPLEX "C"

REFER TO ROSTRUM DRAWINGS

FOR DETAILED DESIGN

INFORMATION WITHIN THE

ROSTRUM COMPLEX

SECTION 19

1,560 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 6

2,152 IN-GROUND CREMAIN

SITES (WITHIN 4'x4' PLOTS)

SECTION 20

1,444 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SEE SHEET CP101 FOR

PAVEMENT REPAIR

SEE SHEET CP101 FOR

PAVEMENT REPAIR

SEE SHEET CP101 FOR

PAVEMENT REPAIR

SEE SHEET CP101 FOR

PAVEMENT REPAIR

SEE SHEET CP101 FOR

PAVEMENT REPAIR

SEE SHEET CP101 FOR

PAVEMENT REPAIR

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 RPP RJP

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

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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 CS100

OVERALL SITE LAYOUT AND UTILITY

PLAN

NORTHGRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

CS101 CS102

CS103

CS104 CS105

CS106

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Dirt Rd.

Dirt Rd.

Dirt Rd.

Dirt Rd.

Dirt Rd.

MAINTENANCE ACCESS ROAD

X X X X X X X X X X X

WOOD POST

FIBERGLASS

MARKER

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GRAVESITE GRID MONUMENT

CONCRETE BURIAL SECTION MARKER

LEGEND:

LIMITS OF CONSTRUCTIONLOC

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

4" CONCRETE PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

IN-GROUND CREMAIN SITES

MOUNTABLE CURB & GUTTER

GC503

1 & 2

CS502

CS503

1 - 3

CS501

CI702

FLUSH CURB 6

CS503

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

SITE LAYOUT NOTES:

ASPHALT PAVEMENT 4

CS503

KEYNOTE LEGEND:

DESCRIPTION

PAVEMENT TRENCH REPAIR

FLOWER WATERING STATION

(SEE SITE FURNISHINGS PLANS)

GRAVEL ACCESS ROAD 12

CS503

PAVEMENT TRENCH REPAIR 4

CS504

SITE SIGNAGE (SEE SITE FURNISHINGS PLANS)

VALLEY GUTTER

CURB AND GUTTER TRANSITION

DETAIL / PG.

TIE INTO EXISTING CURB IN GUTTER. TRANSITION

MOUNTABLE CURB AND GUTTER TO MATCH

EXISTING CURB AND GUTTER.

5 TEST PIT TO LOCATE EXISTING UTILITY

REPLACE CURB TO ACCOMMODATE PIPE

CROSSING INSTALLATION / DRAINAGE BASIN

INSTALLATION. CURB REPLACEMENT TO BE TO

NEAREST JOINT

FULL DEPTH PAVEMENT .REPLACEMENT TO

OCCUR ONCE BURIAL EXPANSION IS COMPLETE.

CONTRACTOR TO LIMIT REPLACEMENT IN A WAY

THAT ALLOWS TRAFFIC TO ACCESS THE ENTIRE

CEMETERY.

FULL DEPTH ASPHALT

PAVEMENT REPLACEMENT

CS503

CS503

CS503

CS504

CS503

8 & 9

CS503

8 PAVEMENT WEDGE

CS503

VALLEY GUTTER 7

CS503

RIP-RAP CHANNEL/SWALE

PROTECTION

GC503

CURB & GUTTER TRANSITION FLUSH CURB CURB & GUTTER TRANSITION 8 & 9

CS503

JUTE MATTING CHANNEL/SWALE

PROTECTION.

EARTHEN BERM (3' WIDE TOP. OVERFILL

BY 5% TO ALLOW FOR SETTLEMENT)

TP TP TREE PROTECTION

CS502

GC503

VELOCITY DISSIPATION DEVICE 3

GC502

KEY MAP

(NOT TO SCALE)

1 2 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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

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

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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 CS101

SITE LAYOUT AND UTILITY PLAN

NORTHGRAPHICAL SCALE: 1"=30'

X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X

Dirt Rd.

Dirt Rd.

Dirt Rd.

Dirt Rd.

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

OAK TREE

PLANTER

FOG LINE

FOG LINE

YELLOW STRIPES

FOG LINE

FOG LINE

YELLOW STRIPES

POST MILE

SIGN

UTILITY

VAULT

POST

POST

X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOCLOC

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

LOC

" H

DP

E

15" HDPE

15" HDPE

15" HDPE

" H

DP

E

15" HDPE

15" HDPE

28A

27A

26A

LOOP ROAD

LOOP CONNECTOR ROAD

25+00

26+00

27+00 28+0028+61

+0

+0

+5

+0

+0

+5

25+00

26+00

27+00 28+0028+61

R743.5'

R770.1'

R30'R30'

R213.3'

R186.7'

R263.3'

R236.7'

R236.7'

R15'

R15'

R62 'R50'

R15'

R15'

R106'

R94'

R94'

R106' R206'R194'

.3'

.3'

13.3' 13.3'

12'

12'

GRAVESITE GRID MONUMENT

CONCRETE BURIAL SECTION MARKER

LEGEND:

LIMITS OF CONSTRUCTIONLOC

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

4" CONCRETE PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

IN-GROUND CREMAIN SITES

MOUNTABLE CURB & GUTTER

GC503

1 & 2

CS502

CS503

1 - 3

CS501

CI702

FLUSH CURB 6

CS503

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

SITE LAYOUT NOTES:

ASPHALT PAVEMENT 4

CS503

KEYNOTE LEGEND:

DESCRIPTION

PAVEMENT TRENCH REPAIR

FLOWER WATERING STATION

(SEE SITE FURNISHINGS PLANS)

GRAVEL ACCESS ROAD 12

CS503

PAVEMENT TRENCH REPAIR 4

CS504

SITE SIGNAGE (SEE SITE FURNISHINGS PLANS)

VALLEY GUTTER

CURB AND GUTTER TRANSITION

DETAIL / PG.

TIE INTO EXISTING CURB IN GUTTER. TRANSITION

MOUNTABLE CURB AND GUTTER TO MATCH

EXISTING CURB AND GUTTER.

5 TEST PIT TO LOCATE EXISTING UTILITY

REPLACE CURB TO ACCOMMODATE PIPE

CROSSING INSTALLATION / DRAINAGE BASIN

INSTALLATION. CURB REPLACEMENT TO BE TO

NEAREST JOINT

FULL DEPTH PAVEMENT .REPLACEMENT TO

OCCUR ONCE BURIAL EXPANSION IS COMPLETE.

CONTRACTOR TO LIMIT REPLACEMENT IN A WAY

THAT ALLOWS TRAFFIC TO ACCESS THE ENTIRE

CEMETERY.

FULL DEPTH ASPHALT

PAVEMENT REPLACEMENT

CS503

CS503

CS503

CS504

CS503

8 & 9

CS503

8 PAVEMENT WEDGE

CS503

VALLEY GUTTER 7

CS503

RIP-RAP CHANNEL/SWALE

PROTECTION

GC503

CURB & GUTTER TRANSITION FLUSH CURB CURB & GUTTER TRANSITION 8 & 9

CS503

JUTE MATTING CHANNEL/SWALE

PROTECTION.

EARTHEN BERM (3' WIDE TOP. OVERFILL

BY 5% TO ALLOW FOR SETTLEMENT)

TP TP TREE PROTECTION

CS502

GC503

VELOCITY DISSIPATION DEVICE 3

GC502

KEY MAP

(NOT TO SCALE)

1 2 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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

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

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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 CS102

SITE LAYOUT AND UTILITY PLAN

NORTHGRAPHICAL SCALE: 1"=30'

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

Dirt Rd.

Dirt Rd.

Dirt Rd.

Dir t R d.

W

HITE W

OLF DRIVE

3.5" ALUMINUM CAP 3.5" ALUMINUM CAP

3.5" ALUMINUM CAP 1" REBAR

X X

X X

X X

X X

X X

X

X

XXXX

X X X X X X X X X X X X X X X X X X X X X

X

X X

X X

X X

X X

X X

X X

X

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTERPLANTER

WHITE STRIPE

FOG LINE

FOG LINEDOUBLE YELLOW STRIPES

WHITE STRIPE

FOG LINE

FOG LINE

DOUBLE YELLOW STRIPES

RAMP

ADA

RAMPADA

RAMP

MEDIAN

ISLAND SIGN

MEDIAN

ISLAND SIGN

BAKERSFIELD NATIONAL

CEMETERY MONUMENT SIGN

WHITE WOLF

DRIVE SIGN

STREET SIGN

STOP SIGN

BENCHMARK #3 SET:

CHISELED "+" ON TOP OF CURB.

ELEV. = 1971.83' (NAVD88)

N = 2279930.124 E = 6362583.43

SECTION 7

SECTION 16

SECTION 15

SECTION 8SECTION 12SECTION 17

CULVERT

V-GUTTER

4" PVC

6" PVC

POST

SLIDING GATE

SLIDING GATE

WALL

WALL

WALL

WROUGHT

IRON FENCE

WROUGHT

IRON FENCE

WALL

WALL

W

OOD CHIPS

WOOD CHIPS

GRAVEL

GRAVEL

POST

POST

POST

TRASH

BINS

BENCH

BURIED

UTILITY LINE

UTILITY BOX

BENCH

IRR. BOXES IRR. BOXES

IRR.

BOXES

IRR. BOX

IRR. BOX

IRR. BOX

IRR. BOX

I.C.V.

I.C.V.

I.C.V.

I.C.V.

I.C.V.

IRR. BOX.

IRR. BOX.

IRR. BOX.

IRR. BOX.

IRR. BOX.

IRR. BOX. IRR. BOX. IRR. BOX.

IRR. BOX.

IRR. BOX.

WATER

BOXES

5-I.C.V.

IRR. BOXES

POST

POST

POST

POST

POST

POST POST

POST

POST

I.C.V.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E E

E

E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E E

E E

E E

E E

E E

E E E

E E

E

E E

E E

E E

E E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

E E

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C C C C

C C C C

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

E

E

E

E

E E

E

LOC

LOC

LOC

LO

C

LO

C

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC

LOC

LOC

LOCLOC

LOC

LOC

LOC

LOC LOC LOC

LOC

LOC

LOC

LOC

LO

C

LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC

LOC

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

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

LO

C

LOC

LOC

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

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

LOCLOCLOCLOC

LOC

LOC

LOC

15" HDPE

15" HDPE

" H

DP

E

15" HDPE

15" HDPE

15" HDPE

15" HDPE

15" HDPE

7A

7B

13.32' 10'

M6A M6BBM6

SM6A

SM6B

LOOP ROAD

LOOP ROAD

+0

17+00

18+00

19+00

20+

21+00

22+00

23+00

24+00

25+00

+0

17+00

18+00

19+00

20+

21+00

22+00

23+00

24+00

25+00

R3 0'

R30'

R3 0'

R30'

R413.3'

R386.7'

R186.7'

R213.3'

R241.7'

R268.3'

R30'

R2

.3'

R15'

R15'

R62

R15'

R15'

R106'

R94'

R2

.3'

13.3' 13.3'

4' 4'

48'

72'

12'

12'

13.32' 13.32'

13.32'

REFER TO COLUMBARIUM

DRAWINGS FOR DETAILED

DESIGN INFORMATION WITHIN

COLUMBARIUM COMPLEX "C"

SECTION 6

2,152 IN-GROUND CREMAIN SITES

(WITHIN 4'x4' PLOTS)

GRAVESITE GRID MONUMENT

CONCRETE BURIAL SECTION MARKER

LEGEND:

LIMITS OF CONSTRUCTIONLOC

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

4" CONCRETE PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

IN-GROUND CREMAIN SITES

MOUNTABLE CURB & GUTTER

GC503

1 & 2

CS502

CS503

1 - 3

CS501

CI702

FLUSH CURB 6

CS503

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

SITE LAYOUT NOTES:

ASPHALT PAVEMENT 4

CS503

KEYNOTE LEGEND:

DESCRIPTION

PAVEMENT TRENCH REPAIR

FLOWER WATERING STATION

(SEE SITE FURNISHINGS PLANS)

GRAVEL ACCESS ROAD 12

CS503

PAVEMENT TRENCH REPAIR 4

CS504

SITE SIGNAGE (SEE SITE FURNISHINGS PLANS)

VALLEY GUTTER

CURB AND GUTTER TRANSITION

DETAIL / PG.

TIE INTO EXISTING CURB IN GUTTER. TRANSITION

MOUNTABLE CURB AND GUTTER TO MATCH

EXISTING CURB AND GUTTER.

5 TEST PIT TO LOCATE EXISTING UTILITY

REPLACE CURB TO ACCOMMODATE PIPE

CROSSING INSTALLATION / DRAINAGE BASIN

INSTALLATION. CURB REPLACEMENT TO BE TO

NEAREST JOINT

FULL DEPTH PAVEMENT .REPLACEMENT TO

OCCUR ONCE BURIAL EXPANSION IS COMPLETE.

CONTRACTOR TO LIMIT REPLACEMENT IN A WAY

THAT ALLOWS TRAFFIC TO ACCESS THE ENTIRE

CEMETERY.

FULL DEPTH ASPHALT

PAVEMENT REPLACEMENT

CS503

CS503

CS503

CS504

CS503

8 & 9

CS503

8 PAVEMENT WEDGE

CS503

VALLEY GUTTER 7

CS503

RIP-RAP CHANNEL/SWALE

PROTECTION

GC503

CURB & GUTTER TRANSITION FLUSH CURB CURB & GUTTER TRANSITION 8 & 9

CS503

JUTE MATTING CHANNEL/SWALE

PROTECTION.

EARTHEN BERM (3' WIDE TOP. OVERFILL

BY 5% TO ALLOW FOR SETTLEMENT)

TP TP TREE PROTECTION

CS502

GC503

VELOCITY DISSIPATION DEVICE 3

GC502

6362635.5715

NORTHING

MONUMENT LAYOUT CHART

EASTINGMONUMENT

M6A 2280048.1606

2280097.2674 6362582.9167

M6B

BASELINE BEARING [DEFINED BY]

BM6 N46° 59' 49"E [M6A TO M6B]

6362547.9079

NORTHING

SEC. MARKER LAYOUT CHART

EASTINGMONUMENT

SM6A 2280142.7632

2280078.855 6362570.4818

SM6B

KEY MAP

(NOT TO SCALE)

1 2 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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

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

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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 CS103

SITE LAYOUT AND UTILITY PLAN

NORTHGRAPHICAL SCALE: 1"=30'

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

XXXXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X WWWW

W

W W

W W W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

Dirt Rd.

Dirt Rd.

Dirt R d.

RANCHO EL TEJON CIR.

MAINTENANCE ACCESS ROAD

X

Ground Not Visible

Dense Trees

GUARDRAIL

CULVERT

FLAG

POLE

FLAG

POLE

FLAG

POLE

VAULT

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

XXXXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X WWWW

W

W W

W W W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E

E

E E

E

C

C C

C C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

E

LO

C LOC LOC LOC LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOC

LO

C

LO

C

LOC

LOC

GRAVESITE GRID MONUMENT

CONCRETE BURIAL SECTION MARKER

LEGEND:

LIMITS OF CONSTRUCTIONLOC

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

4" CONCRETE PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

IN-GROUND CREMAIN SITES

MOUNTABLE CURB & GUTTER

GC503

1 & 2

CS502

CS503

1 - 3

CS501

CI702

FLUSH CURB 6

CS503

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

SITE LAYOUT NOTES:

ASPHALT PAVEMENT 4

CS503

KEYNOTE LEGEND:

DESCRIPTION

PAVEMENT TRENCH REPAIR

FLOWER WATERING STATION

(SEE SITE FURNISHINGS PLANS)

GRAVEL ACCESS ROAD 12

CS503

PAVEMENT TRENCH REPAIR 4

CS504

SITE SIGNAGE (SEE SITE FURNISHINGS PLANS)

VALLEY GUTTER

CURB AND GUTTER TRANSITION

DETAIL / PG.

TIE INTO EXISTING CURB IN GUTTER. TRANSITION

MOUNTABLE CURB AND GUTTER TO MATCH

EXISTING CURB AND GUTTER.

5 TEST PIT TO LOCATE EXISTING UTILITY

REPLACE CURB TO ACCOMMODATE PIPE

CROSSING INSTALLATION / DRAINAGE BASIN

INSTALLATION. CURB REPLACEMENT TO BE TO

NEAREST JOINT

FULL DEPTH PAVEMENT .REPLACEMENT TO

OCCUR ONCE BURIAL EXPANSION IS COMPLETE.

CONTRACTOR TO LIMIT REPLACEMENT IN A WAY

THAT ALLOWS TRAFFIC TO ACCESS THE ENTIRE

CEMETERY.

FULL DEPTH ASPHALT

PAVEMENT REPLACEMENT

CS503

CS503

CS503

CS504

CS503

8 & 9

CS503

8 PAVEMENT WEDGE

CS503

VALLEY GUTTER 7

CS503

RIP-RAP CHANNEL/SWALE

PROTECTION

GC503

CURB & GUTTER TRANSITION FLUSH CURB CURB & GUTTER TRANSITION 8 & 9

CS503

JUTE MATTING CHANNEL/SWALE

PROTECTION.

EARTHEN BERM (3' WIDE TOP. OVERFILL

BY 5% TO ALLOW FOR SETTLEMENT)

TP TP TREE PROTECTION

CS502

GC503

VELOCITY DISSIPATION DEVICE 3

GC502

KEY MAP

(NOT TO SCALE)

1 2 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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

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

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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 CS104

SITE LAYOUT AND UTILITY PLAN

NORTHGRAPHICAL SCALE: 1"=30'

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W W W W

W W

W W

W W

W W

W

W

W

W W

W W

W

WWWWWWWW

W

W

W W

W

W

W

W

W

W

W W

W W W W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

COLUMBARIUM B

RANCHO EL TEJON CIR.

RANCHO EL TEJON CIR.

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLA

NTER

PLA

NTER

ADA RAMP

ADA RAMP

ADA RAMP

15MPH

SPEED SIGN

SIGN

DIRECTION

SIGNS

EXISTNG

SIGN

BENCHMARK #2 SET:

CHISELED "+" ON TOP OF CURB.

ELEV. = 1950.67' (NAVD88)N = 2279686.511E = 6361548.818

SECTION 18

SECTION 17

COLUMBARIUM COMPLEX A

4' WIDE

V-GUTTER

WALL

COMMS. RISER

BENCH

VAULT

VAULT

VAULT

I.C.V.

IRR. BOX

IRR. BOX

IRR. BOX

IRR. BOX

IRR. BOXES IRR. BOX

IRR. BOXES

IRR. BOX

VAULT

POST

POST

POST

POST

POST

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W W W W

W W

W W

W W

W W

W

W

W

W W

W W

W

WWWWWWWW

W

W

W W

W

W

W

W

W

W

W W

W W W W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

COLUMBARIUM B

E

E

E

E

EEEEEE

E E

E E

E E

E E

E E

EEEEEEEEEE

E

E E

E E

EEEEE

E

E E

E

E

E

E

E

E

E E

E E

E

E

C C

C

C

C

C

C

C

C

C

C C

C C C C C C C

C

C

C

C

C

C

C

C

C

C

C

C

C

C C

C C C C C

C C

C C

C C C C C C C C C C C

C C

C C

C

C

C

C

C

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

C

C

C

E

E

E E

LOC

LOC

LOC

LOC

LOC LOC LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC LOC LOC

LOCLOC

LOC

LOC

LOC

LO

C

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC LOC LOC

LO

C

LO

C

LOC

LO

C

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

TP

TPTP

TP

TP

TP

TP

TP

TP

TP TP

TP

TP

TP

TP

TP

15" HDPE

15" HDPE

24" HDPE

" H

DP

E

15" HDPE

15" HDPE

" H

DP

E

15" H

DPE

24" HDPE

24" HDPE

24" HDPE

15" HDPE

15" HDPE

" R

CP

C

L I

II

8' RIP-RAP EMERGENCY SPILLWAY

ELEV. = 1947.00'

SEE DETAIL 3 ON CJ501

26A

25A

25 25C

25D

21B

21C

SWM 1 RISER

SWM 1 ES

25B

24" HDPE

21A

M19A

M19B

BM19

M20A

M20B

BM20

SM20A

SM20B

SM19A

SM19B

LOOP CONNECTOR ROAD

+0

+0

+0

13+00

14+00

+0

+0

+0

13+00

14+00

R236.7' R263.3'

R263.3'

R236.7'

R30' R30'

R94'

R106' R206'R194'

R194'R206'

R194'

R206'

R106'R94'

R1 5'

R15'

13.3' 13.3'

13.

3'

13.

3'

13.3' 13.3'

3'

3'

45'

72'

3'

3'

45'

72'

12'

SECTION 19

1,560 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 20

1,444 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

GRAVESITE GRID MONUMENT

CONCRETE BURIAL SECTION MARKER

LEGEND:

LIMITS OF CONSTRUCTIONLOC

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

4" CONCRETE PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

IN-GROUND CREMAIN SITES

MOUNTABLE CURB & GUTTER

GC503

1 & 2

CS502

CS503

1 - 3

CS501

CI702

FLUSH CURB 6

CS503

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

SITE LAYOUT NOTES:

ASPHALT PAVEMENT 4

CS503

KEYNOTE LEGEND:

DESCRIPTION

PAVEMENT TRENCH REPAIR

FLOWER WATERING STATION

(SEE SITE FURNISHINGS PLANS)

GRAVEL ACCESS ROAD 12

CS503

PAVEMENT TRENCH REPAIR 4

CS504

SITE SIGNAGE (SEE SITE FURNISHINGS PLANS)

VALLEY GUTTER

CURB AND GUTTER TRANSITION

DETAIL / PG.

TIE INTO EXISTING CURB IN GUTTER. TRANSITION

MOUNTABLE CURB AND GUTTER TO MATCH

EXISTING CURB AND GUTTER.

5 TEST PIT TO LOCATE EXISTING UTILITY

REPLACE CURB TO ACCOMMODATE PIPE

CROSSING INSTALLATION / DRAINAGE BASIN

INSTALLATION. CURB REPLACEMENT TO BE TO

NEAREST JOINT

FULL DEPTH PAVEMENT .REPLACEMENT TO

OCCUR ONCE BURIAL EXPANSION IS COMPLETE.

CONTRACTOR TO LIMIT REPLACEMENT IN A WAY

THAT ALLOWS TRAFFIC TO ACCESS THE ENTIRE

CEMETERY.

FULL DEPTH ASPHALT

PAVEMENT REPLACEMENT

CS503

CS503

CS503

CS504

CS503

8 & 9

CS503

8 PAVEMENT WEDGE

CS503

VALLEY GUTTER 7

CS503

RIP-RAP CHANNEL/SWALE

PROTECTION

GC503

CURB & GUTTER TRANSITION FLUSH CURB CURB & GUTTER TRANSITION 8 & 9

CS503

JUTE MATTING CHANNEL/SWALE

PROTECTION.

EARTHEN BERM (3' WIDE TOP. OVERFILL

BY 5% TO ALLOW FOR SETTLEMENT)

TP TP TREE PROTECTION

CS502

GC503

VELOCITY DISSIPATION DEVICE 3

GC502

6361704.6847

NORTHING

MONUMENT LAYOUT CHART

EASTINGMONUMENT

M19A 2279642.6149

2279589.9601 6361655.578

M19B

BASELINE BEARING [DEFINED BY]

BM19 S43° 00' 11"E [M19A TO M19B]

6361524.3076

NORTHING

SEC. MARKER LAYOUT CHART

EASTINGMONUMENT

SM19A 2279743.2177

2279612.514 6361706.2079

SM19B

6361292.4793

SM20A 2279536.1403

2279394.4634 6361422.8053

SM20B

6361408.5014 M20A 2279366.3896

2279313.7347 6361359.3947

M20B

BM20 S43° 00' 11"E [M20A TO M20B]

KEY MAP

(NOT TO SCALE)

1 2 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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

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

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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 CS105

SITE LAYOUT AND UTILITY PLAN

NORTHGRAPHICAL SCALE: 1"=30'

SD

SD SD

SD

X

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

WWWW

W

W W

W

W

W

W

W

W

W

W

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WILDFLOWER WAY

PUBLIC INFORMATION CENTER

& ADMINISTRATION BUILDING

SS

SS

WHITE WOLF DRIVE

TEHACHAPI WAY

3.5" ALUMINUM CAP1" REBAR

1" REBAR 1" REBAR

1" REBAR

3.5" ALUMINUM CAP 3.5" ALUMINUM CAP

3.5" ALUMINUM CAP

3.5" ALUMINUM CAP 3.5" ALUMINUM CAP

1" REBAR

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

PLANTERPLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

WHITE

STRIPE

ADA RAMP

ADA RAMP

ADA RAMP

ADA RAMP

ADA

RAMP

ADA RAMP

ADA RAMP

ADA

RAMP

ADA

RAMPADA

DIRECTION

SIGNS

EXISTNG

SIGN

SNAKES SIGNS

MONUMENT

SIGN

SECTION 10 A

SECTION 10

SECTION 11

SECTION 12

SECTION 9

SECTION 8

SECTION 17

SECTION 8SECTION 12SECTION 17

SECTION 18

V-GUTTER

INLET

CULVERT

POST

SUMP

GRAVEL

GRAVEL

PAVERS

BENCH

POST

BENCH

POST

BENCH

IRR. BOXES

IRR.

BOXES

IRR. BOX

IRR. BOXES

IRR. BOX

WATER VALVES

POST

POST

POST

POST POST

POST

POST

POST POST

POST

POST

POST

IRR. BOXES

SD

SD SD

SD

X

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

WWWW

W

W W

W

W

W

W

W

W

W

W

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WILDFLOWER WAY

PUBLIC INFORMATION CENTER

& ADMINISTRATION BUILDING

SS

SS

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E

C C

C

C

C

C

E E

E

E

E E

E E

E E

E

E

E

E

E

C

C

C

C

C

C

C

C

C

C

C

C

C

C C

C C

C C

C

C

C

C C

E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

E E

E

E

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

E

E

E E

E E E E

E E E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

C

C

C

E

E

E

E

E

E

LOC LOC LOC

LOC

LOCLOCLOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOCLOC

LOC

LOCLOC

LOC

LO

C

LO

C

LOC

LO

C

LOC

LO

C

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

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

LOC15

" H

DP

E

" H

DP

E

15" HDPE

15" HDPE

15" HDPE

18" HDPE

15" HDPE

15" HDPE

EX. 18" HDPE

" H

DP

E

" H

DP

E

" R

CP

C

L I

II

8' RIP-RAP

EMERGENCY SPILLWAY

ELEV. = 1921.00

SEE DETAIL 6 ON CJ501

5A 5

4A

2A

2B

SMW 2 ES

SWM 2 RISER

13.32' 10'

13.32' 10'

13.32' 10'

LOOP ROAD

10+00

11+00

12+00 13+00

+0

+0

+0

STORMWATER

MANAGEMENT

IMPROVEMENTS

10+00

11+00

12+00 13+00

+0

+0

+0

R30'

R30'

R30'

R2

.3'

R3

R3

.4'

R314.1'

R287.4'

R287.4'

R314.1'

R252.2'

R288.9'

R278.9'

R513.3'

R486.7'

R486.7'

R278.9'

R3

.3'

.3'

8'

13.32' 13.32'

13.32'

13.32'

13.32'

REFER TO COLUMBARIUM

DRAWINGS FOR DETAILED DESIGN

INFORMATION WITHIN

COLUMBARIUM COMPLEX "D"

REFER TO COLUMBARIUM

DRAWINGS FOR DETAILED

DESIGN INFORMATION WITHIN

COLUMBARIUM COMPLEX "C"

4 4

GRAVESITE GRID MONUMENT

CONCRETE BURIAL SECTION MARKER

LEGEND:

LIMITS OF CONSTRUCTIONLOC

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

4" CONCRETE PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

IN-GROUND CREMAIN SITES

MOUNTABLE CURB & GUTTER

GC503

1 & 2

CS502

CS503

1 - 3

CS501

CI702

FLUSH CURB 6

CS503

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

SITE LAYOUT NOTES:

ASPHALT PAVEMENT 4

CS503

KEYNOTE LEGEND:

DESCRIPTION

PAVEMENT TRENCH REPAIR

FLOWER WATERING STATION

(SEE SITE FURNISHINGS PLANS)

GRAVEL ACCESS ROAD 12

CS503

PAVEMENT TRENCH REPAIR 4

CS504

SITE SIGNAGE (SEE SITE FURNISHINGS PLANS)

VALLEY GUTTER

CURB AND GUTTER TRANSITION

DETAIL / PG.

TIE INTO EXISTING CURB IN GUTTER. TRANSITION

MOUNTABLE CURB AND GUTTER TO MATCH

EXISTING CURB AND GUTTER.

5 TEST PIT TO LOCATE EXISTING UTILITY

REPLACE CURB TO ACCOMMODATE PIPE

CROSSING INSTALLATION / DRAINAGE BASIN

INSTALLATION. CURB REPLACEMENT TO BE TO

NEAREST JOINT

FULL DEPTH PAVEMENT .REPLACEMENT TO

OCCUR ONCE BURIAL EXPANSION IS COMPLETE.

CONTRACTOR TO LIMIT REPLACEMENT IN A WAY

THAT ALLOWS TRAFFIC TO ACCESS THE ENTIRE

CEMETERY.

FULL DEPTH ASPHALT

PAVEMENT REPLACEMENT

CS503

CS503

CS503

CS504

CS503

8 & 9

CS503

8 PAVEMENT WEDGE

CS503

VALLEY GUTTER 7

CS503

RIP-RAP CHANNEL/SWALE

PROTECTION

GC503

CURB & GUTTER TRANSITION FLUSH CURB CURB & GUTTER TRANSITION 8 & 9

CS503

JUTE MATTING CHANNEL/SWALE

PROTECTION.

EARTHEN BERM (3' WIDE TOP. OVERFILL

BY 5% TO ALLOW FOR SETTLEMENT)

TP TP TREE PROTECTION

CS502

GC503

VELOCITY DISSIPATION DEVICE 3

GC502

KEY MAP

(NOT TO SCALE)

1 2 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

KERN COUNTY, CALIFORNIA

929CM003

JULY 30, 2026 RPP RJP

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

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\E

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IN

\P

LA

NS

\C

S1

.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 CS106

SITE LAYOUT AND UTILITY PLAN

NORTHGRAPHICAL SCALE: 1"=30'

LEGEND:

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

IN-GROUND CREMAIN SITES

X

X

17+00 17+00

665A

LOOP ROAD

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 RPP RJP

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

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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 CS151

BURIAL SECTION 6 NUMBERING

PLAN

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

BURIAL SECTION 6

2,152 IN-GROUND CREMAIN SITES

(WITHIN 4x4' PLOTS)

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

IN-GROUND CREMAIN SITES

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W W

W

W

W

W

W

W W

W W

W W

W

WWWWWWWWWW

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

RANCHO EL TEJON CIR.

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W W

W

W

W

W

W

W W

W W

W W

W

WWWWWWWWWW

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

E E

E E

E E E E E E E E E E E E E E E E

E E

E E

E

E

E

C

C

C

C

C

C

C

C

C

C

C

C C

C C

C C

CCCCCCCCCCCCCCCC

C

C C

C C

C

C

C

C

C

C

C

C

C

C

C

C C

C C

C C

C C

C C

C C

C

E

5A

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 RPP RJP

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

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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 CS152

BURIAL SECTION 19 NUMBERING

PLAN

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

BURIAL SECTION 19

1,560 DOUBLE DEPTH PPC

(WITHIN 3x8' PLOTS)

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

IN-GROUND CREMAIN SITES

W W

W W

W

WWWWWWWW

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W W W W W W W W W W W W W W W W W W W

RANCHO EL TEJON CIR.

W W

W W

W

WWWWWWWW

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W W W W W W W W W W W W W W W W W W W

E E

E E

E E E E E E E E E E E E E E E E

E E

E E

E

C C

C C

C

CCCCCCCCCCC

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

CCCCCCCCCCCCCCCCCCCCCCCC

5A

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 RPP RJP

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

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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 CS153

BURIAL SECTION 20 NUMBERING

PLAN

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

BURIAL SECTION 20

1,444 DOUBLE DEPTH PPC

(WITHIN 3x8' PLOTS)

CURB REPLACEMENT 11

CS503

CRACK SEAL AND SEAL

COAT, REPAINT PAVEMENT

LINES AND MARKINGS

NOTES:

CONTRACTOR SHALL SEAL COAT ALL ROADS AND PAINT/REPAINT

ALL PAVEMENT MARKINGS IN ACCORDANCE WITH NCA AND/OR

DEPARTMENT OF TRANSPORTATION (DOT) REQUIREMENTS /

STANDARDS.

X

XX

X

X

X

X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X

X X X X X X X X X X X X X X X X X X X

X X X X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X X X X

X

X

X

X

X

X

X

X

X

X

X X

X X

X

X X

X X

X X

X X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

W

W

W

W

WW

W

W

W

W W

W W W

W

W W

W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W W

W

W

W

WWW

W

W

W

W

W

W

W

W

W

W

W

W

W W W

W

W

W

XX

XXXXXX

XX

XXXXXXXXXX

XX

XXXXXX

XX

XX

XX

XX

XX XX XX XX XX XX

XX

XX

XX

XX

XX

WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

SS

SS

RANCHO EL TEJONCIR.

WHITE WOLF DRIVE

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

RANCHO EL TEJON CIR.

TEHACHAPI WAY

COMMITTAL SHELTER

LOOP

MAINTENANCE ACCESS ROAD

MAINTENANCE ACCESS ROAD

EAST BEAR MOUNTAIN BLVD.

STATE HIGHWAY 223

X X

X

X

X X

X X

X X

X X

X X

X X

X

X X X X X X X X X X X X X X X X X X X X X

X

X

X

X X

X

SECTION 10 A

SECTION 10

SECTION 11

SECTION 12

SECTION 9

SECTION 8

SECTION 7

SECTION 18

SECTION 17

SECTION 16

SECTION 15

COLUMBARIUM COMPLEX A

ASSEMBLY AREA

X

XX

X

X

X

X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X

X X X X X X X X X X X X X X X X X X X

X X X X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X X X X

X

X

X

X

X

X

X

X

X

X

X X

X X

X

X X

X X

X X

X X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

W

W

W

W

WW

W

W

W

W W

W W W

W

W W

W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W W

W

W

W

WWW

W

W

W

W

W

W

W

W

W

W

W

W

W W W

W

W

W

XX

XXXXXX

XX

XXXXXXXXXX

XX

XXXXXX

XX

XX

XX

XX

XX XX XX XX XX XX

XX

XX

XX

XX

XX

WILDFLOWER WAY

MAINTENANCE FACILITY

COLUMBARIUM B

PUBLIC INFORMATION CENTER

& ADMIN. BUILDING

MEMORIAL WALK

POW / MIA FLAGPOLE

OSSUARY

COMMITTAL SHELTER 1

U.S. FLAG

CORTEGE LANE

SS

SS

E

E

E

E

E

E

EE

E

E

EEEE

E

EE

E

E

E

E

E E

E E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E E

E

E

E E

C

C

E

E

E

E

C

C

C C

C C

C

C

C

C

C

C C

C C

CCC

E

E

E

E

E

E E

E

E E

E

E E

E

E

E E

E E

C

C

C

C

C

C C

C

C

C

C

C C

C

E

E E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E

E

E

E

C

C

C

C

C

C

C

C

C

C

C

CC

C C

C

C

C C

C C C

C C C C C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C C C C

C C C C

C

C

C

C

C

E E E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

10+00

11+00

12+00

13+00

+0

+0

+0

17+00

18+00

19+00

20+

21+00

22+00

23+0024+00 25+00

26+00 27+0028+0028+61

+0

+0

+0

13+00

14+00

+0

+0

+5

+0

+0

+0

13+00

14+00

+0

+0

+5

10+00

11+00

12+00

13+00

+0

+0

+0

17+00

18+00

19+00

20+

21+00

22+00

23+0024+00 25+00

26+00 27+0028+0028+61

REFER TO ROSTRUM DRAWINGS

FOR DETAILED DESIGN

INFORMATION WITHIN THE

ROSTRUM COMPLEX

SECTION 19

1,560 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 6

2,152 IN-GROUND CREMAIN

SITES (WITHIN 4'x4' PLOTS)

SECTION 20

1,444 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

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 RPP RJP

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

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AN

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ON

\E

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IN

\P

LA

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\C

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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

KEY MAP

(NOT TO SCALE)

CP101

SITE PAVEMENT REPAIR PLAN (BID

OPTION 3)

NORTHGRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

File details come from the government source that posted it. Updated .