BNC-929CM003-BD-PLANSPart-7.pdf

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

NOT TO SCALE

TYPE A STORM STRUCTURE1

CS504

SITE DETAILS

NOT TO SCALE

PIPE TRENCHING4NOT TO SCALE

TYPE C MANHOLE STRUCTURE3 NOT TO SCALE

END SECTION / DISCHARGE STRUCTURE5

NOT TO SCALE

NYLOPLAST - DOME GRATE - TURF INSTALLATION (SEE PROFILES FOR APPLICABLE SIZE)2

TOP ELEVATIONS REFERENCE

RIM OF RISER, NOT TOP OF

THE DOMED GRATE

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 CS505

SITE DETAILS

GALVANIZED STEEL

TUBE

MI

NI

MU

M)

BOTTOM OF FENCE

TO 1" ABOVE GRADE NOTCHED & WELDED NOTCHED & WELDEDWIRE TIES

MA

XI

MU

M)

MA

XI

MU

M) GALVANIZED STEEL

TUBE

FASTEN FENCE FABRIC AT TERMINAL

POSTS WITH TENSION BANDS

SPACED AT MAXIMUM 15 INCHES.

FASTEN FENCE FABRIC TO

TOP/BOTTOM RAILS & LINE POSTS

WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

STEEL FEET, BLOCKS OR OTHER

ACCEPTABLE MEANS OF SUPPORT

NOT TO SCALE

CONSTRUCTION SAFETY FENCE1

CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FEET MINIMUM HEIGHT, AROUND AREAS OF ACTIVE CONSTRUCTION. THE TEMPORARY FENCING SHALL ENCOMPASS THE CONSTRUCTION WORK AREA(S) TO SERVE AS A PEDESTRIAN BARRIER TO ALERT CEMETERY PATRONS OF THE CONSTRUCTION SITE. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH PRIVACY SCREENING MATERIALS TO PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ACCOMMODATE WIND LOADING WITHOUT CAUSING THE FENCE TO BEND OR FALL OVER.

2. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING HASPS AND PADLOCKS.

3. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT MAXIMUM 15 INCHES.

4. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE FENCE WHEN DIRECTED BY RE/COR.

5. DETAIL PROVIDED IS FOR ILLUSTRATIVE PURPOSES ONLY. FENCING WITH EQUIVALENT FORM/FUNCTION SHALL BE SUBMITTED AND CONSIDERED FOR APPROVAL.

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

18" RCP

OUTLET PIPE

SIDE VIEW

SWM DRAINAGE STRUCTURE

SECTION THRU DAM EMBANKMENT:

NOT TO SCALE

4:1 MAX.

FRONT VIEW

SWM DRAINAGE STRUCTURE

TYPICAL SIDE & FRONT VIEW OF SW2 OUTLET STRUCTURE:

NOT TO SCALE

NOTES:

1. *REFER TO NOTE 3(B) OF STORMWATER MANAGEMENT NARRATIVE.

2. STRUCTURAL DESIGN OF RISER STRUCTURE, IF NOT IN CONFORMANCE WITH DETAILS AS SHOWN SHEET #####, SHALL BE SUBMITTED BY CONTRACTOR TO THE COR FOR APPROVAL.

EMERGENCY SPILLWAY:

NOT TO SCALE

1:11:1

4'8"

*2.5'

(MIN.)

4'x4' RISER

STRUCTURE

4'8" 8"

WIDTH=8'

1.5'

8' MIN.

4'

MIN.

4:1 MAX.

1:1 1:1

1.5-FT WEIR

ELEV.=1920.00

TOP OF STRUCTURE

ELEV.=1921.50

HIGH DENSITY POLYETHYLENE

TRASH RACK (OR EQUIVALENT)

WITH ANTI-VORTEX PLATE

CONCRETE FILL IN

BOTTOM OF SWM

OUTLET STRUCTURE

8"

CONSTRUCTED TOP OF EMBANKMENT=1923.30 (SETTLED

ELEV.=1923.00 ASSUMING 5% SETTLEMENT PER NRCS-378)

EX. GRADE

BOTTOM OF CUT-OFF TRENCH

MIN. 4' BELOW EX. GROUND

IMPERVIOUS CORE AS DIRECTED BY

GEOTECHNICAL ENGINEER

CUT-OFF TRENCH. SEE NOTES THIS SHEET.

TOP OF IMPERVIOUS CORE @ 10-YR

WATER SURFACE ELEVATION

CLASS I RIP-RAP

ELEV=1921.50

STORMWATER MANAGEMENT NARRATIVE:

1. EMBANKMENT:

(A) DESIGN AND CONSTRUCTION OF THE PROPOSED DAM IS SUBJECT TO RECOMMENDATIONS AND INSPECTION BY A QUALIFIED GEOTECHNICAL ENGINEER.

(B) AREAS UNDER THE EMBANKMENT AND ANY STRUCTURAL WORKS SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL, ROOTS OR OTHER OBJECTIONABLE

MATERIAL.

(C) THE SUITABILITY AND ACCEPTABILITY OF ALL FILL MATERIAL WILL BE DETERMINED BY REGULAR PERIODIC SOIL ANALYSIS AND COMPACTION TESTS, WHICH SHALL BE

MADE BY A QUALIFIED GEOTECHNICAL ENGINEER.

(D) TESTS FOR SOIL ANALYSIS, MOISTURE CONTENT, AND COMPACTION ARE TO BE CONDUCTED IN ACCORDANCE WITH THE LATEST APPLICABLE ASTM STANDARDS AND

SPECIFICATIONS.

(E) MATERIALS USED FOR THE IMPERVIOUS CORE AND CUT-OFF TRENCH, IF REQUIRED BY THE GEOTECHNICAL ENGINEER, SHALL BE COMPRISED OF ONE OF THE FOLLOWING SOILS AS DESIGNATED BY THE UNIFIED SOIL SYSTEM: SC, CL, OR ML HAVING A MINIMUM PLASTICITY INDEX OF 8 WITH A MINIMUM OF 45% PASSING THE NO.

200 SIEVE AND A MAX. OF 5% RETAINED ON THE NO. 4 SIEVE. THE CUT-OFF TRENCH (IF REQUIRED) SHALL EXTEND A MINIMUM OF 4 FEET BELOW SUBGRADE OR TO

REFUSAL.

(F) THE CUT-OFF TRENCH SHALL BE EXCAVATED INTO IMPERVIOUS MATERIAL ALONG OR PARALLEL TO THE CENTERLINE OF THE EMBANKMENT AS SHOWN ON THE PLANS.

THE BOTTOM WIDTH OF THE TRENCH SHALL BE A MINIMUM WIDTH OF 4 FEET. THE DEPTH SHALL BE AT LEAST 4 FEET BELOW EXISTING GRADE OR AS SHOWN ON THE PLANS. THE SIDE SLOPES OF THE TRENCH SHALL BE 1 TO 1 OR FLATTER. THE BACKFILL SHALL BE COMPACTED WITH CONSTRUCTION EQUIPMENT, ROLLERS, OR HAND

TAMPERS TO ASSURE MAXIMUM DENSITY AND MINIMUM PERMEABILITY.

(G) THE EMBANKMENT MAY BE CONSTRUCTED AS A HOMOGENOUS EMBANKMENT DAM USING ACCEPTABLE MATERIAL CLASSIFIED ML, CL, SC, OR GC SOILS PER ASTM D-2487.

IN TO THESE MATERIALS, SOILS CLASSIFIED CH AND MH MAY BE USED AS COMPACTED ADDITION EMBANKMENT FILL BELOW THE UPPER 5 FEET OF THE SLOPES. SOILS CLASSIFIED AS SM OR GM PER ASTM D-2487 OR SUITABLE FILL MAY BE USED FOR EMBANKMENT IN THE DOWNSTREAM HALF OF THE EMBANKMENT SUBJECT TO

APPROVAL BY A QUALIFIED GEOTECHNICAL ENGINEER.

(H) COMPACTION SHALL BE NOT LESS THAN 98% OF THE MAXIMUM DRY DENSITY FOR THE GIVEN EMBANKMENT MATERIAL AS DETERMINED BY USE OF THE STANDARD

PROCTOR METHOD PER ASTM T-99 OR ASTM D-698.

(I) EMBANKMENT FILL SHALL BE CONSTRUCTED IN 8-INCH LOOSE LIFTS AND SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF THE FILL SO THAT SMOOTH HORIZONTAL PLANES ARE NOT BUILT INTO THE FILL STRUCTURE. SCARIFYING OR USE OF SHEEPS-FOOT ROLLERS CAN BE USED TO AVOID SMOOTH HORIZONTAL PLANES.

(J) THE EMBANKMENT SHALL BE CONSTRUCTED TO A MINIMUM ELEVATION 5% HIGHER THAN THE DESIGNED HEIGHT TO ALLOW FOR SETTLEMENT WHEN MECHANICAL

COMPACTORS ARE USED FOR CONSTRUCTION.

(K) THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ACCEPTABLE BORROW MATERIAL EITHER FROM ON-SITE OR OFF-SITE SOURCES AS REQUIRED. ALL OFF-SITE

WASTE OR BORROW SOURCES SHALL BE INCLUDED IN THE NPDES PERMIT.

(L) THE CONTRACTOR SHALL MAINTAIN ALL MATERIAL TICKETS, SOIL TEST RESULTS AND PHOTOGRAPHIC RECORDS OF COVERED EMBANKMENT CONSTRUCTION ELEMENTS (CUT-OFF TRENCH, ANTI-SEEP MEASURES, PIPE INSTALLATION) FOR INCLUSION INTO AS-BUILT POND RECORDS.

(M) EMBANKMENT CONSTRUCTION SHALL BE CERTIFIED BY AN ENGINEER AS MEETING THE ABOVE REQUIREMENTS

2. OUTLET CONTROL STRUCTURE NOTES:

(A) THE PURPOSE OF THIS PLAN IS TO PROVIDE THE BASIC DIMENSIONS REQUIRED TO CONTROL THE CONSTRUCTION OF THE COMBINATION PRINCIPAL/EMERGENCY

SPILLWAY. THE BASIC DIMENSIONS OF ALL DRAINAGE STRUCTURES AND ORIFICES SHOWN FOR EACH CONTROL STRUCTURE SHALL BE MAINTAINED.

(B) ALL RISER, SPILLWAY, AND FOOTING DIMENSIONS AND/OR THICKNESS, AS WELL AS REINFORCEMENT, BUOYANCY CALCULATIONS AND THE METHOD OF JOINING THE VARIOUS STRUCTURAL ELEMENTS SHALL BE VERIFIED BY A PROFESSIONAL STRUCTURAL ENGINEER AND SUBMITTED TO THE ENGINEER OF RECORD FOR ACCEPTANCE

PRIOR TO FABRICATION.

(C) SUBGRADE PREPARATION AND BEDDING REQUIREMENTS FOR ALL STRUCTURAL ELEMENTS ARE SUBJECT TO DESIGN BY A PROFESSIONAL GEOTECHNICAL ENGINEER.

(D) PRECAST CONCRETE IS TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. CAST-IN-PLACE CONCRETE SHALL BE WVDOH CLASS B. ALL CONCRETE SHALL MEET THE REQUIREMENTS OF THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS.

(E) ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4".

(F) SHOP DRAWINGS ARE TO BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO FABRICATION.

(G) BACKFILL ADJACENT TO THE OUTLET STRUCTURES SHALL BE OF THE TYPE AND QUALITY CONFORMING TO THAT SPECIFIED FOR THE ADJOINING FILL MATERIAL. THE FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED FOUR INCHES IN THICKNESS AND COMPACTED BY HAND TAMPERS OR OTHER MANUALLY DIRECTED COMPACTION EQUIPMENT. THE MATERIAL NEEDS TO FILL COMPLETELY ALL SPACES UNDER AND ADJACENT TO THE PIPE. AT NO TIME DURING THE BACKFILLING OPERATION SHALL DRIVEN EQUIPMENT BE ALLOWED TO OPERATE CLOSER THAN FOUR FEET, MEASURED HORIZONTALLY, TO ANY PART OF A STRUCTURE. UNDER NO

CIRCUMSTANCES SHALL EQUIPMENT BE DRIVEN OVER ANY PART OF A CONCRETE STRUCTURE.

(H) ROCK RIP-RAP SHALL MEET THE REQUIREMENTS OF THE NEW MEXICO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS. THE RIP-RAP SHALL BE PLACED TO THE REQUIRED THICKNESS IN ONE OPERATION. THE ROCK SHALL BE DELIVERED AND PLACED IN A MANNER THAT WILL ENSURE THE RIP-RAP IS REASONABLY HOMOGENOUS WITH LARGER ROCKS UNIFORMLY DISTRIBUTED AND FIRMLY IN CONTACT WITH SMALLER ROCKS FILLING THE VOIDS BETWEEN THE LARGER ROCKS. FILTER CLOTH SHALL BE PLACED UNDER ALL RIP-RAP AND SHALL MEET THE REQUIREMENTS OF THE NEW MEXICO DEPARTMENT

OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS.

3. MAINTENANCE REQUIREMENTS:

(A) OWNERSHIP, MAINTENANCE, INSPECTIONS, AND CLEANING OF STORMWATER MANAGEMENT FACILITIES SHALL BE THE RESPONSIBILITY OF THE VA.

(B) THE VA IS RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT FACILITIES CONSTRUCTED AND SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR AND RESTORE ALL GRADE SURFACES, WALLS, DRAINS, DAMS AND STRUCTURES, DISCHARGE STRUCTURES, TRASH RACKS, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES. SUCH REPAIRS OR RESTORATION AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE

APPROVED PLANS AND SPECIFICATIONS.

(C) THE PARTY RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM SHALL MAINTAIN AND PROVIDE WRITTEN RECORDS OF ALL MAINTENANCE AND REPAIRS WITHIN 30 DAYS OF WORK COMPLETION TO THE COR. A COPY OF THESE RECORDS SHALL BE SUBMITTED TO THE COR AS NOTIFICATION

THAT MAINTENANCE WORK WAS PERFORMED.

(D) A PERIODIC MAINTENANCE SCHEDULE SHALL BE DEVELOPED FOR THE LIFE OF ANY STORMWATER MANAGEMENT FACILITY. ALL MAINTENANCE AND REPAIR, PERIODIC INSPECTIONS, AND CLEANING OF STORMWATER MANAGEMENT FACILITIES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION OR LOT OWNERS ASSOCIATION AND/OR PROPERTY OWNER OR OTHER RESPONSIBLE ENTITY, AND SHALL BE PERFORMED IN ACCORDANCE WITH THE STORMWATER MANAGEMENT

ORDINANCE UNDER WHICH THE PROJECT WAS APPROVED.

(E) INSPECTION OF THE PRIMARY SPILLWAY ORIFICE MAY REQUIRE GREATER FREQUENCY DEPENDING UPON THE AMOUNT OF DEBRIS WHICH ACCUMULATES WITHIN THE STORMWATER MANAGEMENT FACILITY. ANY TRASH AND/OR DEBRIS WITHIN THE STORMWATER MANAGEMENT FACILITY SHALL BE REMOVED AND PROPERLY DISPOSED

OF.

(F) THE VA OR OTHER RESPONSIBLE ENTITY SHALL BE RESPONSIBLE FOR ENGAGING A MANAGEMENT FIRM TRAINED IN PROPER MAINTENANCE AND INSPECTION OF STORMWATER MANAGEMENT FACILITIES. IT SHALL BE THE RESPONSIBILITY OF SAID FIRM TO MAINTAIN ALL REQUIRED RECORDS AND REPORT THESE FINDINGS TO THE COR TO ENSURE PROTECTION OF THE GROUND WATER. THE PARAMETERS AND THE FREQUENCY OF THIS MONITORING SHALL BE DETERMINED BY COR.

CUT-OFF TRENCH & IMPERVIOUS CORE NOTES:

1. A CUT-OFF TRENCH OF IMPERVIOUS MATERIAL SHALL BE PROVIDED UNDER THE ENTIRE LENGTH OF THE EMBANKMENT AND SHALL BE LOCATED AT OR UPSTREAM FROM

THE CENTERLINE OF THE EMBANKMENT. THE CUT-OFF TRENCH SHALL HAVE A BOTTOM WIDTH ADEQUATE TO ACCOMMODATE THE EQUIPMENT USED FOR EXCAVATION, BACKFILL, AND COMPACTION OPERATIONS, WITH A MINIMUM WIDTH BEING 4 FEET, AND SHALL HAVE SIDE SLOPES NO STEEPER THAN ONE HORIZONTAL TO ONE

VERTICAL. THE CUT-OFF TRENCH SHALL HAVE A MINIMUM DEPTH OF 4 FEET.

2. ANY IMPERVIOUS CORE WITHIN THE EMBANKMENT SHALL BE LOCATED AT OR UPSTREAM FROM THE CENTERLINE OF THE EMBANKMENT, AND SHALL EXTEND UP FROM THE ABUTMENTS TO THE 10-YEAR WATER SURFACE ELEVATION. THE IMPERVIOUS CORE SHALL EXTEND VERTICALLY FROM THE CUT-OFF TRENCH UP TO THE 10-YEAR

WATER SURFACE ELEVATION THROUGHOUT THE EMBANKMENT.

POND LANDSCAPING NOTE:

1. THE SWM BASIN SHALL BE STABILIZED WITH AGGREGATE MULCH TO ENHANCE WATER QUALITY. ADDITIONAL PLANTINGS MAY BE PROVIDED AT THE OWNERS

DISCRETION, HOWEVER NO LANDSCAPING SHALL BE PERMITTED ALONG ANY PORTION OF THE POND EMBANKMENT.

NOT TO SCALE

SWM OUTLET STRUCTURE - SW24

NOT TO SCALE

SECTION THRU DAM EMBANKMENT SW25

NOT TO SCALE

EMERGENCY SPILLWAY SW26

3" ORIFICE

ELEV.=1918.00

PROVIDE FILL OVER PIPE

HAUNCH TO ESTABLISH

MINIMUM 1' COVER

EMBANKMENT SLOPE

POND BOTTOM =

1917.00

24" RCP

OUTLET PIPE

SIDE VIEW

SWM DRAINAGE STRUCTURE

SECTION THRU DAM EMBANKMENT:

NOT TO SCALE

4:1 MAX.

FRONT VIEW

SWM DRAINAGE STRUCTURE

TYPICAL SIDE & FRONT VIEW OF SW1 OUTLET STRUCTURE:

NOT TO SCALE

NOTES:

1. *REFER TO NOTE 3(B) OF STORMWATER MANAGEMENT NARRATIVE.

2. STRUCTURAL DESIGN OF RISER STRUCTURE, IF NOT IN CONFORMANCE WITH DETAILS AS SHOWN SHEET #####, SHALL BE SUBMITTED BY CONTRACTOR TO THE COR FOR APPROVAL.

EMERGENCY SPILLWAY:

NOT TO SCALE

1:11:1

4'8"

*2.5'

(MIN.)

4'x4' RISER

STRUCTURE

4'8" 8"

WIDTH=8'

1.5'

8' MIN.

4'

MIN.

4:1 MAX.

1:1 1:1

3-FT WEIR

ELEV.=1946.20

TOP OF STRUCTURE

ELEV.=1947.00

HIGH DENSITY POLYETHYLENE

TRASH RACK (OR EQUIVALENT)

WITH ANTI-VORTEX PLATE

CONCRETE FILL IN

BOTTOM OF SWM

OUTLET STRUCTURE

8"

CONSTRUCTED TOP OF EMBANKMENT=1948.30 (SETTLED

ELEV.=1948.00 ASSUMING 5% SETTLEMENT PER NRCS-378)

EX. GRADE

BOTTOM OF CUT-OFF TRENCH

MIN. 4' BELOW EX. GROUND

IMPERVIOUS CORE AS DIRECTED BY

GEOTECHNICAL ENGINEER

CUT-OFF TRENCH. SEE NOTES THIS SHEET.

TOP OF IMPERVIOUS CORE @ 10-YR

WATER SURFACE ELEVATION

CLASS I RIP-RAP

ELEV=1947.00

3'

NOT TO SCALE

SWM OUTLET STRUCTURE - SW11

NOT TO SCALE

SECTION THRU DAM EMBANKMENT SW12

NOT TO SCALE

EMERGENCY SPILLWAY SW13

CONSTRUCTED TOP OF EMBANKMENT=1948.30 (SETTLED

ELEV.=1948.00 ASSUMING 5% SETTLEMENT PER NRCS-378)

2" ORIFICE

ELEV.=1945.00

PROVIDE FILL OVER PIPE

HAUNCH TO ESTABLISH

MINIMUM 1' COVER

EMBANKMENTSLOPE POND BOTTOM =

1943.00 INV. = 1918.00

CONSTRUCTED TOP OF EMBANKMENT=1923.30 (SETTLED

ELEV.=1923.00 ASSUMING 5% SETTLEMENT PER NRCS-378)

CJ501

SWM POND DETAILS

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

LP1

LP2

LP3

LP4

LP5 LP7

LP9 LP11

LP13

LP14

LP15

LP16 LP17

LP18

LP19

LP20

.9

0', T

YP

24.67' TYP.

LP6 LP8

LP10 LP12

13.83' TYP. 25.67' TYP. 11.84' TYP.

6" HT.

STEP, TYP.

COLUMBARIUM C ID

SIGN, SEE SIGNAGE

PLANS, TYP.

CONCRETE WALK

TO COLUMBARIUM D:

SEE CIVIL PLANS

FLUSH CONC. CURB AND GUTTERS,

TYP.; SEE CIVIL PLANS

CONC. TRANSITION CURB,

TYP.; SEE CIVIL PLANS

MOUNTABLE CONC. CURB AND

GUTTER, TYP.; SEE CIVIL PLANS

COLUMBARIUM C ID

SIGN, SEE SIGNAGE

PLANS, TYP.

EXISTING FENCE TO REMAIN, TYP.

LIMITS OF CONSTRUCTION, TYP.

W

AL

L

W

AL

L 2 W

AL

L

W

AL

L

W

AL

L

W

AL

L

FLOWER WATERING STATION,

SEE SITE SIGNAGE AND

FURNISHINGS PLAN, TYP.

CI501

NICHE CO

LUM

NS 1-25

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

6-

(R

IG

HT

-T

O -L

EF

T)

C 1-50

C 51-100

C 201-250

C 251-300

C 50-1

C 100-51

C 250-201

C 300- 251

C 101-150

C 151-200

C 150- 101

C 200-151

CI701

CI701

ASPHALT PAVEMENT, SEE

CIVIL PLANS FOR ROAD

LAYOUT, TYP.

5.

TY

P.

CONCRETE SEAT WALL, TYP. WALLS TO

BE PARALLEL AND PERPENDICULAR TO

COLUMBARIUM WALLS.

DOUBLE-SIDED

COLUMBARIUM, TYP.

1.

TY

P. 2.

TY

P.

2.

TY

P.

6" HT.

STEP, TYP.

6" HT.

STEP, TYP.

6" HT.

STEP, TYP.

6" HT.

STEP, TYP.

13.83' TYP. 37.50' TYP.24.67' TYP.

49.34' TYP. 53.34' TYP. 49.34' TYP.

152.02' TYP.

25.67' TYP. ℄ TO ℄

NICHE CO

LUM

NS 51-75

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

6-

(R

IG

HT

-T O

-L

EF

T)

NICHE CO

LUM

NS 101-125

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

-1

(R

IG

HT

-T O

-L

EF

T)

NICHE CO

LUM

NS 151-175

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

-2

(R

IG

HT

-T O

-L

EF

T)

NICHE CO

LUM

NS 201-225

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

-2

(R

IG

HT

-T O

-L

EF

T)

NICHE CO

LUM

NS 251-275

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

-3

(R

IG

HT

-T O

-L

EF

T)

DECORATIVE PEA GRAVEL

FLOWER VASE STRIP, TYP.

9.

TY

P.

9.

TY

P.

9.

TY

P.

11.83'

TYP.

11.84'

TYP.

CI701

CI704

CI705

COLUMBARIUM C LAYOUT POINTS

LAYOUT POINT

LP1

LP2

LP3

LP4

LP5

LP6

LP7

LP8

LP9

LP10

LP11

LP12

LP13

LP14

LP15

LP16

LP17

LP18

LP19

LP20

NORTHING

2280396.5475

2280383.9934

2280373.0921

2280360.5381

2280351.6939

2280339.1399

2280328.2386

2280315.6846

2280302.7262

2280290.1722

2280279.2709

2280266.7169

2280395.6200

2280410.2057

2280365.1226

2280367.1542

2280318.4161

2280316.3845

2280271.3013

2280256.7156

EASTING

6362556.4297

6362528.1994

6362566.8603

6362538.6300

6362581.9166

6362553.6863

6362592.3472

6362564.1169

6362598.1521

6362569.9218

6362608.5826

6362580.3524

6362525.2179

6362558.0168

6362578.0653

6362582.6339

6362604.3078

6362599.7392

6362619.7877

6362586.9888

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

G:

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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

5-31-2027 7-28-2026

JDS AJM

CS401

COLUMBARIUM PLAZA C LAYOUT

PLAN ENLARGEMENT (BASE BID)

LEGEND

NOTE:

● LP1 - LP12 LOCATION IS A 2'-0"

OFFSET FROM FACE OF CONC.

PIERS, TYP.

● LP13 - LP20 LOCATION IS PROVIDED

AT THE OUTSIDE CORNER OF

CONC. SEAT WALL, TYP.

PLAZA I.D. SIGN

LAYOUT NOTES

1. COLUMBARIUM COLUMNS SHALL BE NUMBERED

CONTINUOUSLY AS INDICATED ON DRAWINGS.

2. SEE SHEET CS402 FOR PAVEMENT LAYOUT

INFORMATION.

3. CONCRETE SEAT WALL VARIES IN HEIGHT, SEE

ENLARGED GRADING PLANS ON SHEET CG401 AND

SEAT WALL ELEVATIONS ON SHEET CI706.

LP#

LAYOUT POINT

LIMIT OF CONSTRICTION

FLOWER WATERING STATION

4 88 0 642

Scale: 1" = 8'-0"

SEATWALL

COLUMBARIUM WALL

W/ LAYOUT LINE

6' METAL BENCH

COLUMBARIUM I.D. AND

COLUMN NUMBERSC

XX-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

E.J.

E.

J.

5.

TY

P.

8.00'

TYP.

6.00'

TYP.

7.

' T

YP

EQ

EQ

EQ

UA

L

PA

NE

LS

, T

YP

8.

TY

P.

3.00'

TYP.

EQ

UA

L

PA

NE

LS

, T

YP

FLOWER WATERING STATION,

SEE SITE SIGNAGE AND

FURNISHINGS PLAN, TYP.

25-NICHE LONG, DOUBLE-SIDED

COLUMBARIUM WALL, TYP.

EXPANSION JOINT, TYP.

CONTROL JOINT, TYP.

EXISTING FENCE TO REMAIN, TYP.

CONCRETE WALK TO

COLUMBARIUM PLAZA D:

SEE CIVIL PLANS

LIMITS OF CONSTRUCTION, TYP.

ALIGN

8.

TY

P.

8.00'

TYP.

6.00'

TYP.

5.67'

TYP.

6.00'

TYP.

4" THICK PLAIN CONCRETE PAVING, TYP.;

PROVIDE THICKENED EDGE ALONG

ENTIRE PAVEMENT PERIMETER

CONCRETE SEAT WALL, TYP.

8.

TY

P.

6" THICK REINF. CONC. PAVING;

PROVIDE THICKENED EDGE

ALONG PAVEMENT PERIMETER

AND PULL OFF PARKING, TYP.

STONE GRAVEL WITHIN

LANDSCAPE BEDS, TYP.;

SEE LANDSCAPE PLANS

6' METAL BENCH, TYP.; SEE SITE

SIGNAGE AND FURNISHINGS PLANS

LANDSCAPE AREA DRAIN

(TYPE 1), TYP. SEE GRADING

& DRAINAGE PLANS.

W

AL

L 2 W

AL

L

W

AL

L

W

AL

L

W

AL

L

CI501

ALIGN

CI702

4.00'

TYP.

FLUSH CONC. CURB AND

GUTTERS, TYP.; SEE CIVIL PLANS

CONC. TRANSITION CURB,

TYP.; SEE CIVIL PLANS

MOUNTABLE CONC. CURB AND

GUTTER, TYP.; SEE CIVIL PLANS

ASPHALT PAVEMENT,

SEE CIVIL PLANS FOR

ROAD LAYOUT, TYP.

5.67'

TYP.

E.

J.

E.

J.

E.

J.

E.

J.

E.

J.

E.J. E.J. E.J.

E.J. E.J.

E.J.E.J. E.J. E.J.

E.J.E.J. E.J.

E.J.E.J.E.J.E.J.E.J.E.J.

E.J.E.J.E.J.

CL

EQ

EQ

3.00'

TYP.

W

AL

L

E.

J.E.

J.

E.

J.

E.

J.

E.

J.

7.

' T

YP

EQ

UA

L

PA

NE

LS

, T

YP

CL

EQ.

8.00'

TYP.

EQ.

6.00'

TYP.

5.67'

TYP.

6.00'

TYP.

8.00'

TYP.

CL

EQ. EQ.

ALIGN

ALIGN

ALIGN ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN ALIGN

THICKENED CONCRETE EDGE, TYP.

CI705

ALIGN

CI501

CI702

ALIGN ALIGN

E.J.

E.J.

E.J. E.J.

E.J.

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

G:

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NA

L_

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ME

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AS

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R_

PL

AN

_A

ND

_E

XP

AN

SI

ON

\20

6C

AD

\92 9C

M0

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_C

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UM

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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

5-31-2027 7-28-2026

JDS BMD

CS402

COLUMBARIUM PLAZA C PAVEMENT

LAYOUT PLAN ENLARGEMENT (BASE BID)

4 88 0 642

Scale: 1" = 8'-0"

LEGEND

LIGHT-DUTY CONCRETE PAVING

PLAZA I.D. SIGN

PAVEMENT NOTES

LAYOUT LINE

EXPANSION JOINT

CONTROL JOINT

EJ

LIMIT OF CONSTRICTION

FLOWER WATERING STATION

REINFORCED CONCRETE PAVING

SEATWALL

COLUMBARIUM WALL

W/ LAYOUT LINE

6' METAL BENCH

THICKENED EDGE OF CONCRETE

1. SEE SHEET CS401 FOR COLUMBARIUM WALL AND SEAT

WALL LAYOUT INFORMATION.

2. CONCRETE SEAT WALL VARIES IN HEIGHT, SEE

ENLARGED GRADING PLAN ON SHEET CG401 AND SEAT

WALL ELEVATIONS ON CI706.

COLUMBARIUM D LAYOUT POINTS

LAYOUT POINT

LP21

LP22

LP23

LP24

LP25

LP26

LP27

LP28

LP29

LP30

LP31

LP32

LP33

LP34

LP35

LP36

LP37

LP38

LP39

LP40

NORTHING

2280550.4709

2280519.5779

2280550.1250

2280519.2319

2280554.8410

2280523.9480

2280554.4951

2280523.6021

2280549.0871

2280518.1941

2280548.7362

2280517.8482

2280521.7372

2280557.6298

2280556.9648

2280561.9644

2280561.2457

2280556.2452

2280555.5810

2280519.6884

EASTING

6362215.0164

6362214.6000

6362240.6841

6362240.2677

6362266.4200

6362266.0036

6362292.0876

6362291.6712

6362317.6871

6362317.2707

6362343.3540

6362342.9384

6362202.7930

6362203.2768

6362252.6123

6362252.6797

6362306.0015

6362306.0015

6362355.2830

6362354.7992

X

X

LP21

LP22

LP23

LP25 LP27

LP29 LP31

LP24

LP26 LP28

LP30 LP32

49.34' TYP.

LP37

LP38

LP39LP34

LP33

LP35

LP36

LP40

ASPHALT PAVEMENT, SEE

CIVIL PLANS FOR ROAD

LAYOUT, TYP.

49.34' TYP.

EXISTING FENCE TO REMAIN, TYP.

CONCRETE WALK TO

COLUMBARIUM PLAZA C:

SEE CIVIL PLANS

LIMITS OF CONSTRUCTION, TYP.

DOUBLE-SIDED

COLUMBARIUM, TYP.

CONCRETE SEAT WALL, TYP. WALLS TO

BE PARALLEL AND PERPENDICULAR TO

COLUMBARIUM WALLS

FLUSH CONC. CURB AND GUTTERS,

TYP.; SEE CIVIL PLANS

CONC. TRANSITION CURB,

TYP.; SEE CIVIL PLANS

MOUNTABLE CONC. CURB AND

GUTTER, TYP.; SEE CIVIL PLANS

W

AL

L

W

AL

L 2 W

AL

L

W

AL

L

W

AL

L

W

AL

L

D 1-50

D 51-100

D 201-250

D 251-300

D 50- 1

D 100-51

D 250-201

D 300-251

D 101-150

D 151-200

D 200-151

CI701

53.34' TYP.

DECORATIVE PEA GRAVEL

FLOWER VASE STRIP, TYP.

COLUMBARIUM D ID

SIGN , SEE SIGNAGE

PLANS, TYP.

COLUMBARIUM D ID

SIGN , SEE SIGNAGE

PLANS, TYP.

25.67' TYP. 11.83' TYP. 26.67' TYP. 24.67' TYP.

NICHE CO

LUM

NS 1-25

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

6-

(R

IG

HT

-T

O -L

EF

T)

2.

TY

P.

2.

TY

P.

6" HT.

STEP, TYP.

6" HT.

STEP, TYP.

6" HT.

STEP, TYP.

6" HT.

STEP, TYP.

26.67' TYP. 24.67' TYP.11.83' TYP.

25.67' TYP. ℄ TO ℄

NICHE CO

LUM

NS 51-75

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

6-

(R

IG

HT

-T O

-L

EF

T)

NICHE CO

LUM

NS 101-125

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

-1

(R

IG

HT

-T O

-L

EF

T)

NICHE CO

LUM

NS 151-175

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

-2

(R

IG

HT

-T O

-L

EF

T)

NICHE CO

LUM

NS 201-225

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

-2

(R

IG

HT

-T O

-L

EF

T)

NICHE CO

LUM

NS 251-275

(RIG

HT-TO

-LEFT)

NI

CH

E

CO

LU

M

NS

-3

(R

IG

HT

-T O

-L

EF

T)

9.00'

TYP.

9.00'

TYP.

9.00'

TYP.

11.83'

TYP.

11.84'

TYP.

.9

0', T

YP

1.

TY

P.

6" HT.

STEP, TYP. 5.

TY

P.

152.02' TYP.

CI701

CI705

CI704

3 SIM.

CI701

D 150-101

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

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G:

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NA

L_

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AN

_A

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_E

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AN

SI

ON

\20

6C

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\92 9C

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_C

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UM

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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

5-31-2027 7-28-2026

JDS AJM

CS403

COLUMBARIUM PLAZA D LAYOUT

PLAN ENLARGEMENT (BASE BID)

4 88 0 642

Scale: 1" = 8'-0"

LEGEND

NOTE:

● LP21 - LP32 LOCATION IS A 2'-0"

OFFSET FROM FACE OF CONC.

PIERS, TYP.

● LP33 - LP40 LOCATION IS PROVIDED

AT THE OUTSIDE CORNER OF

CONC. SEAT WALL, TYP.

PLAZA I.D. SIGN

LAYOUT NOTES

1. COLUMBARIUM COLUMNS SHALL BE NUMBERED

CONTINUOUSLY AS INDICATED ON DRAWINGS.

2. SEE SHEET CS404 FOR PAVEMENT LAYOUT

INFORMATION.

3. CONCRETE SEAT WALL VARIES IN HEIGHT, SEE

ENLARGED GRADING PLANS ON SHEET CG403 AND

SEAT WALL ELEVATIONS ON SHEET CI707.

LP#

LAYOUT POINT

LIMIT OF CONSTRICTION

FLOWER WATERING STATION

SEATWALL

COLUMBARIUM WALL

W/ LAYOUT LINE

6' METAL BENCH

COLUMBARIUM I.D. AND

COLUMN NUMBERSC

XX-XX

CI702

CI702

FLOWER WATERING STATION,

SEE SITE SIGNAGE AND

FURNISHINGS PLAN, TYP.

4" THICK PLAIN CONCRETE PAVING, TYP.;

PROVIDE THICKENED EDGE ALONG

ENTIRE PAVEMENT PERIMETER

6" THICK REINF. CONC. PAVING;

PROVIDE THICKENED EDGE

ALONG PAVEMENT PERIMETER

AND PULL OFF PARKING, TYP.

6' METAL BENCH, TYP.; SEE SITE

SIGNAGE AND FURNISHINGS PLANS

EXPANSION JOINT, TYP.

CONTROL JOINT, TYP.

25-NICHE LONG, DOUBLE-SIDED

COLUMBARIUM WALL, TYP.

CONCRETE SEAT WALL, TYP.

LANDSCAPE AREA DRAIN

(TYPE 1), TYP. SEE GRADING

& DRAINAGE PLANS.

FLUSH CONC. CURB AND GUTTERS,

TYP.; SEE CIVIL PLANS

CONC. TRANSITION CURB,

TYP.; SEE CIVIL PLANS

MOUNTABLE CONC. CURB AND

GUTTER, TYP.; SEE CIVIL PLANSASPHALT PAVEMENT,

SEE CIVIL PLANS FOR

ROAD LAYOUT, TYP.

E.J.

E.

J.

5.

TY

P.

8.00'

TYP.

6.00'

TYP.

7.

' T

YP

EQ

EQ

3.00'

TYP.

EQ

UA

L

PA

NE

LS

ALIGN

8.00'

TYP.

6.00'

TYP.

5.67'

TYP.

6.00'

TYP.

W

AL

L 2 W

AL

L

W

AL

L

W

AL

L

ALIGN

5.67'

TYP.

E.

J.

E.

J.

E.

J.

E.

J.

E.

J.

E.J. E.J. E.J.

E.J. E.J.

E.J.E.J. E.J. E.J.

E.J.E.J. E.J.

E.J.E.J.E.J.E.J.E.J.E.J.

E.J.E.J.E.J.

CL

3.00'

TYP.

W

AL

L

W

AL

L

E.

J.E.

J.

E.

J.

E.

J.

E.

J.

7.

' T

YP

EQ

UA

L

PA

NE

LS

CL

EQ.

8.00'

TYP.

EQ.

6.00'

TYP.

5.67'

TYP.

6.00'

TYP.

8.00'

TYP.

CL

EQ.EQ.

ALIGN

ALIGN

ALIGN ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN ALIGN

ALIGN

EQ

UA

L

PA

NE

LS

, T

YP

8.00'

TYP.

8.00'

TYP.

8.00'

TYP.

4.00'

TYP.

EQ

EQ

ALIGN ALIGN

CI501

CI501

STONE GRAVEL WITHIN

LANDSCAPE BEDS, TYP.;

SEE LANDSCAPE PLANS

4" THICK PLAIN CONCRETE PAVING, TYP.;

PROVIDE THICKENED EDGE ALONG

ENTIRE PAVEMENT PERIMETER

E.J.

E.J.

E.J. E.J.

E.J.

CI705

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

G:

\P

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.D

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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

5-31-2027 7-28-2026

JDS BMD

CS404

COLUMBARIUM PLAZA D PAVEMENT

LAYOUT PLAN ENLARGEMENT (BASE BID)

4 88 0 642

Scale: 1" = 8'-0"

LEGEND

EXISTING FENCE TO REMAIN, TYP.

LIMITS OF CONSTRUCTION, TYP.

CONCRETE WALK TO

COLUMBARIUM PLAZA C:

SEE CIVIL PLANS

LIGHT-DUTY CONCRETE PAVING

PLAZA I.D. SIGN

PAVEMENT NOTES

LAYOUT LINE

EXPANSION JOINT

CONTROL JOINT

EJ

LIMIT OF CONSTRICTION

FLOWER WATERING STATION

REINFORCED CONCRETE PAVING

SEATWALL

COLUMBARIUM WALL

W/ LAYOUT LINE

6' METAL BENCH

THICKENED EDGE OF CONCRETE

1. SEE SHEET CS403 FOR COLUMBARIUM WALL AND SEAT

WALL LAYOUT INFORMATION.

2. CONCRETE SEAT WALL VARIES IN HEIGHT, SEE

ENLARGED GRADING PLAN ON SHEET CG403 AND SEAT

WALL ELEVATIONS ON CI707.

ACCESSIBLE WALK (<5% SLOPE)

WITHOUT HANDRAILS, EITHER SIDE

OF ROSTRUM, 4" MIN. EXPOSED WALL

ON INSIDE EDGE OF WALKWAY, TYP.

CONCRETE STAIRS WITH HANDRAILS,

EITHER SIDE OF ROSTRUM, TYP.; SEE

ENLARGEMENT THIS SHEET

LAYOUT LINES - FRONT ROSTRUM

CONCRETE RETAINING WALL

EDGE, TYP.; SEE NOTES

EXISTING CONC.

ASSEMBLY AREA

AND APPROX.

SCORING

PATTERN

EXISTING TREES WITH TREE GRATES, TYP.

LIMITS OF CONSTRUCTION, TYP.

RANCHO TEJON CIRCLE

(6) 4' METAL

BENCHES, TYP.

ALIGN RADIUS OF

BENCHES, TYP.

LAYOUT LINE- FRONT CONCRETE

ELEVATED WALK WALL, SEE NOTES

AL

IG

N

BE

NC

HE

S W

IT

H

CE

NT

ER

LI

NE

OF

E X.

BE

NC

HE

S, TY

P.

CP1

CP2

LP1

RELOCATED GCFI OUTLET,

SEE NOTES

ROSTRUM PILLARS WITH

SERVICE SEALS, SEE

ENLARGEMENT BELOW

LAYOUT LINE - REAR CONCRETE

ELEVATED WALK WALL, SEE NOTES

WALL ARRIS

LINE, TYP.

44.93'TYP.

24.16'TYP.

15.94'

TYP.

4.82'TYP.

26.40'TYP.

5.27'TYP.

4.66'

TYP.

4.

TY

P.

10.55'TYP.

R50 .33

(CP1)

R54 .99

(C

P1

R5 9.

(C P1

R15 .50

(C

P2)

(2) EXISTING METAL BENCH TO BE

REPLACED, TYP.; SALVAGE EXISTING

BENCH AND TURN OVER TO THE

CEMETERYEXISTING CONCRETE BENCH, TYP.

M

IR

RO

R

LI

NE

ROSTRUM FOUNDATION

DRAINAGE; SEE CIVIL DRAWINGS

CI710

CI710

CI710

CI711

CI711

CI710

CI501

+/-9.47'

TYP

-7

.5

TY

P

CI711

CI711

EQ.

EQ.

C

5.27'TYP.

L

4"

TY

P.

3.

' T

YP

4" TY

P.

1979.7

CP1

CP2

LP1

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

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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

5-31-2027 7-28-2026

JDS AJM

CS405

ROSTRUM LAYOUT PLAN

ENLARGEMENT (BID OPTION 3)

LAYOUT NOTES

1. SEE SHEET CS406 FOR PAVEMENT LAYOUT

INFORMATION.

2. FRONT ROSTRUM CONCRETE RETAINING WALL: 4"

MIN. EXPOSED WALL ON INSIDE EDGE, OUTSIDE WALL

HEIGHT VARIES. SEE DETAILS.

3. FRONT CONCRETE ELEVATED ACCESSIBLE WALK W/O

HANDRAILS WALL: 4" MIN. EXPOSED WALL ON INSIDE

EDGE, OUTSIDE WALL HEIGHT VARIES. SEE DETAILS.

4. REAR ROSTRUM CONCRETE RETAINING WALL: 4" MIN.

EXPOSED WALL ON INSIDE EDGE, OUTSIDE WALL

HEIGHT VARIES. SEE DETAILS.

5. SEE ROSTRUM GRADING PLAN ENLARGEMENT FOR

PROPOSED GRADES, TOP OF WALL (TW) AND BOTTOM

OF WALL (BW) INFORMATION.

6. LOCATE LAYOUT POINTS PRIOR TO PILLAR AND

CONCRETE REMOVAL.

7. DIMENSIONS SHOWN ARE FROM CENTERLINES OF

WALLS.

8. CONTRACTOR IS REQUIRED TO SUBMIT DEMOLITION

AND EROSION CONTROL PLAN PRIOR TO DEMOLITION

AND INSTALLATION TO CONTRACTING OFFICER.

9. CONTRACTOR IS REQUIRED TO SUBMIT JOINTING

PLAN PRIOR TO CONCRETE PAVEMENT DEMOLITION

AND INSTALLATION TO CONTRACTING OFFICER.

DESIGN INTENT IS TO CONTINUE SCORE PATTERN OF

EXISTING EXPANSION AND CONTROL JOINTS OF

CONCRETE ASSEMBLY TO MEET LOWER FRONT

RETAINING AND ELEVATED WALK WALLS.

10. RELOCATE GCFI OUTLET ON MIDDLE PILLAR TO A

SIMILAR POSITION AS EXISTING GCFI OUTLET

POSITION.

TYPICAL CONCRETE STAIRS LAYOUT ENLARGEMENT (LEFT STAIR SHOWN)

BASELINE DETAILED LAYOUT

ROSTRUM LAYOUT PLAN 4 88 0 642

Scale: 1" = 8'-0"

4 88 0 642

Scale: 1" = 8'-0"

6" 12"12" 0 9"6"3"

Scale: 1" = 1'-0"

RETAINING WALL

LEGEND

LIGHT-DUTY CONCRETE PAVING

LAYOUT LINE

THICKENED EDGE OF CONCRETE

EXPANSION JOINT

CONTROL JOINT

EJ

LIMIT OF CONSTRICTION

CENTER POINTCPX

C.I.P. STAINED CONCRETE PILLAR

90°

ELEVATED WALK FRONT

CONCRETE WALL

CONCRETE STAIRS,

TYP.; 3 RISERS

STEEL PIPE HANDRAILS,

TYP.; 1-7/8"Ø O.D.

FRONT CONCRETE

RETAINING WALL

CI711

CI711

LIMIT OF CONSTRUCTION FOR REFERENCE

EXISTING PILLARS WITH SERVICE

EMBLEMS; SERVICE EMBLEMS AND

GCFI OUTLETS TO BE REMOVED,

SALVAGED, AND STORED FOR

REINSTALLATION ON NEW PILLARS;

EXISTING PILLARS TO BE REMOVED

AND DISPOSED OF IN THEIR ENTIRETY

(INCLUDING FOUNDATIONS)

EXISTING EDGE OF ASSEMBLY

AREA PAVEMENT AND GCFI

OUTLET, TYP.

TOP OF STAIR

BOTTOM

OF STAIR

LP#

LAYOUT POINT

E.

J.

E.

J.

ROSTRUM PILLAR LAYOUT 2 44 0 321

Scale: 1" = 4'-0"

2.67'

TYP.

5.33'

TYP.

5.33'TYP.

CENTER POINT

OF CONCRETE

PILLAR, TYP.;

PILLAR TO BE

PARALLEL AND

PERPENDICULAR

TO LAYOUT LINE

PILLAR WITH

SERVICE SEALS,

TYP.

CI710

M

IR

RO

R

LI

NE

CP2

R4 8.

(C P1

ROSTRUM FOUNDATION

DRAINAGE; SEE CIVIL

DRAWINGS

CI710

EXISTING CONC.

ASSEMBLY

AREA, TYP.

EXISTING CONC.

ASSEMBLY

AREA, TYP.

E.

J.

STAIRS AND HANDRAIL

TO BE PERPENDICULAR

TO CENTER LINE, TYP.

ELEVATED WALK FRONT

CONCRETE WALL CENTER

LINE (LAYOUT LINE)

M

IR

RO

R

LI

NE

RO

ST

RU

M

B

AS

EL

IN

E

E.J.

E.J.

E.J.

E.

J.

E.

J.

E.J.

THICKENED CONCRETE

EDGE, TYP.

E.

J.

4" THICK PLAIN CONCRETE

PAVEMENT, TYP.; PROVIDE

THICKENED EDGE ALONG

ENTIRE PAVEMENT PERIMETER

RANCHO TEJON CIRCLE

M

IR

RO

R

LI

NE

LIMITS OF CONSTRUCTION, TYP.

FRONT CONCRETE ELEVATED

WALK WALL, TYP.

FRONT ROSTRUM CONCRETE

RETAINING WALL, TYP.

CONTINUE EXISTING JOINTING

PATTERN TO FRONT RETAINING

AND ELEVATED WALK WALLS, TYP.

CI702

CI702

CP1

CP2

LP1

SCORE JOINTS

PERPENDICULAR

TO THE WALL, TYP.

ALIGN

RELOCATED GCFI

OUTLET

WALL ARRIS

LINE, TYP.

REAR CONCRETE ELEVATED

WALK WALL, TYP.

SCORE JOINTS AT RAISED ROSTRUM

AND ELEVATED WALK ARE

PERPENDICULAR TO REAR ELEVATED

WALK/ROSTRUM WALL, TYP.

5 EQ.

PANELS, TYP.

2 EQ.

PANELS, TYP.

4.86'TYP.

4.24'

TYP.

ALIGN

E.

J.

E.

J. E.J.

E.

J.

E.J.

E.J.

E.J.

E.J.

PROVIDE EXP. JOINT BETWEEN NEW

AND EXISTING PAVEMENT, TYP.

EXISTING TREE GRATES TO

REMAIN, TYP.

RETAINING WALL

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

G:

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LA

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LA

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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

5-31-2027

7-28-2026

JDS AJM

CS406

ROSTRUM LAYOUT PAVEMENT PLAN

ENLARGEMENT (BID OPTION 3)

LEGEND

LIGHT-DUTY CONCRETE PAVING

LAYOUT LINE

THICKENED EDGE OF CONCRETE

EXPANSION JOINT

CONTROL JOINT

EJ

LIMIT OF CONSTRICTION

4 88 0 642

Scale: 1" = 8'-0"

CENTER POINTCPX

C.I.P. STAINED CONCRETE PILLAR

LP#

LAYOUT POINT

PAVEMENT NOTES

1. SEE SHEET CS405 FOR LAYOUT INFORMATION.

2. INTENT IS FOR NEW PAVING EXTENTS AND JOINTING

TO ALIGN WITH THE EXISTING ASSEMBLY AREA

PAVING. CONTRACTOR TO SUBMIT A DEMOLITION

PLAN AND JOINTING / SCORING PLAN FOR REVIEW

AND APPROVAL PRIOR TO COMMENCING WITH WORK

AT THE ASSEMBLY AREA.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

CI701

CI705

CI701

W

AL

L

- T O

F

.7

W

AL

L

- T O

F

.1

W

AL

L

- T O

F

.6

W

AL

L

- T O

F

.0

W

AL

L

- T O

F

.4

CONCRETE SEAT WALL, TYP.

FLUSH CONCRETE CURB,

SEE CIVIL DRAWINGS, TYP.

BW 1946.40

FG ±1946.24

CURB TRANSITION,

SEE CIVIL DRAWINGS, TYP.

MOUNTABLE CONCRETE CURB AND

GUTTER, TYP.

SEE CIVIL DRAWINGS

CONCRETE WALK TO

COLUMBARIUM D

NOT TO EXCEED 4.99% SLOPE

SEE CIVIL DRAWINGS FOR

GRADING

EXISTING FENCE TO REMAIN, TYP.

LIMITS OF CONSTRUCTION, TYP.

PROPERTY LINE, TYP.

W

AL

L

- T O

F

.4

1944.83

TW 1946.25

1944.50 (V.I.F.)

1944.73

1944.93

1944.44

1945.17 1945.27

1945.61 1945.71

1946.59 1946.49

1946.92

1946.96

1947.11 (V.I.F.)

FG 1944.53

CONCRETE SEAT WALL,TYP.

BW 1944.57

BW 1945.02

FG ±1944.86

4" THICK PLAIN CONCRETE PAVING,

TYP. PROVIDE THICKENED EDGE

ALONG ENTIRE PAVEMENT PERIMETER

5-NICHE HIGH, DOUBLE-SIDED

COLUMBARIUM WALL, TYP.

1945.07

1944.93 1945.07

1944.94 1945.83

1945.06

1945.17 1945.27

1944.85

LANDSCAPE AREA WITH

STONE MULCH, TYP.

SEE LANDSCAPE PLANS

ON SHEET LP107

FG ±1945.52

BW 1945.52

BW 1945.62

1944.73 1944.94

1945.61

1945.71

1945.37 1945.51

1945.37 1945.51

1945.411945.36

1945.46

1945.23

1945.42

1945.28

1946.05 1946.15

1946.05

1946.15 1946.49 1946.59

1946.93

1947.03 1946.93

BW 1946.80

TW 1948.25

1946.76

FG ±1947.11

BW 1947.11BW 1946.35

AREA DRAIN (TYPE 1) IN

LANDSCAPE BED, TYP.

FG ±1945.46

1944.911944.70

SEE GRADING PLANS, TYP.

SEE GRADING

PLANS, TYP.

1945.48

1945.16

1945.81 1945.95

1945.81 1945.95

1945.941945.73

1945.61 1945.82

1944.791945.58

1946.69 1946.83

1946.69 1946.83

1946.821946.61

1946.49 1946.70

1946.671946.46

1946.39 1946.25

1946.39 1946.25

1946.11 1946.16

1946.30

1946.34

1946.24

1946.04 1946.29

1946.36

FG 1946.75

BW 1944.91

TW 1946.25

TW 1946.75

TW 1946.75

TW 1947.25

TW 1947.25

TW 1947.75

TW 1948.25

TW 1947.75

TW 1948.75

TW 1948.25

TW 1948.25

TW 1948.75

FG ±1946.35

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

G:

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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

5-31-2027 7-28-2026

JDS JEM

CG401

COLUMBARIUM PLAZA C GRADING

PLAN ENLARGEMENT (BASE BID)

4 88 0 642

Scale: 1" = 8'-0"

XXXX.XX

GRADING NOTES

1. SEE SEAT WALL ELEVATIONS ON SHEET CI706 FOR

ADDITIONAL STEPPED WALL INFORMATION.

2. SEE CG402 FOR DRAINAGE STRUCTURE

INFORMATION.

3. SLOPES WITHIN THE PAVED COLUMBARIUM COURT

AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION.

NOTIFY COR OF ANY DISCREPANCIES NOT ALLOWING

THIS TO OCCUR PRIOR TO CONTINUING WORK.

4. PITCH EVENLY BETWEEN SPOT GRADES.

LEGEND

LIMIT OF CONSTRUCTION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED SPOT GRADE

SLOPE ARROWS

AREA DRAIN

BENCH

FLOWER WATERING STATION

VERIFY IN FIELDV.I.F.

BOTTOM OF WALL

TOP OF WALL

BW

TW

FG FINISH GRADE

TOF TOP OF NICHE UNIT FOUNDATION

COLUMBARIUM COMPLEX C

ELEVATION SCHEDULE

WALL

NUMBER

TOP OF

NICHE WALL

(TOW)

TOP OF NICHE

FOUNDATION

(TOF)

TOP OF

PIERS

(TOPR)

1 1952.43 1945.40 1953.21 2 1952.76 1945.73 1953.54 3 1953.18 1946.15 1953.96 4 1953.64 1946.61 1954.42 5 1954.06 1947.03 1954.84 6 1954.52 1947.49 1955.30

TOW TOP OF NICHE UNIT

TOP TOP OF CONCRETE PIER

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

CI705

CI705W

AL

L

2 W

AL

L

W

AL

L

W

AL

L

W

AL

L

AD5

RIM: 1944.66

INV: 1942.00

AD2

RIM: 1945.95

INV: 1943.77

AD3

RIM: 1945.53

INV: 1943.50

AD4

RIM: 1945.07

INV: 1942.50

AD1

RIM: 1946.42

INV: 1944.00 4" PERFORATED HDPE PIPE, TYP

UNDERDRAIN CLEANOUT, TYP.

GRAVEL FLOWER VASE DRIP

STRIP UNDERDRAIN, TYP.

5-NICHE HIGH, DOUBLE-SIDED

COLUMBARIUM WALL, TYP.

STONE MULCH WITHIN PLANT BEDS,

SEE LANDSCAPE PLANS, TYP.

LANDSCAPE AREA DRAIN

(TYPE 1), TYP.

CI705

STORM WATER HEADER

PIPE, TYP.

8"SOLID HDPE PIPE

CONCRETE WALK TO

COLUMBARIUM PLAZA D

INV: 1942.24

INV: 1942.06

SEE CIVIL DRAWINGS FOR

OVERALL DRAINAGE AND

STORMWATER, TYP.

ASPHALT PAVEMENT, SEE

CIVIL DRAWINGS ROAD

LAYOUT, TYP.

EXISTING FENCE TO REMAIN, TYP.

LIMITS OF CONSTRUCTION, TYP.

PROPERTY LINE, TYP.

6" HDPE

PIPE

(TYP.

FROM

YARD

DRAINS)

INV: 1939.79

W

AL

L

INV: 1940.11

INV: 1939.87

INV: 1939.73

INV: 1940.73

INV: 1940.49

INV: 1941.16

INV: 1940.96

INV: 1939.47

INV: 1941.66

INV: 1941.46

TRANSITION FROM PERFORATED

TO SOLID PIPE, TYP.

CLEANOUT, TYP.

INV: 1943.00

INV: 1942.68

INV: 1942.50

STORM WATER HEADER

PIPE, TYP.

8"SOLID HDPE PIPE

FLUSH CURB,

SEE CIVIL DRAWINGS, TYP.

TRANSITION CURB,

SEE CIVIL

DRAWINGS, TYP.

CI705

4" HDPE

PIPE (TYP.

FOOTING

DRAINS)

INV: 1942.86

COLUMBARIUM C AREA DRAINS

AREA DRAIN

AD1

AD2

AD3

AD4

AD5

NORTHING

2280283.4278

2280308.0744

2280332.2677

2280354.9301

2280377.1084

EASTING

6362586.4108

6362578.5913

6362569.8586

6362557.6064

6362544.3432

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

G:

\P

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J-2

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PC

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NA

L_

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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

5-31-2027 7-28-2026

JDS JEM

CG402

COLUMBARIUM PLAZA C DRAINAGE

PLAN ENLARGEMENT (BASE BID)

4 88 0 642

Scale: 1" = 8'-0"

DRAINAGE NOTES

1. PROVIDE LONG ANGLE SWEEP CONNECTION AT

ALL TIE-INS TO HEADER PIPE.

2. SEE CIVIL DRAWINGS FOR OVERALL DRAINAGE

AND STORMWATER.

LEGEND

LIMIT OF CONSTRUCTION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

4" PERFORATED HDPE PIPE IN GRAVEL

FLOWER VASE DRIP STRIP

6" SOLID HDPE PIPE, STORMWATER

COLLECTOR PIPE

CLEANOUT

LANDSCAPE AREA DRAIN (TYPE 1)

8" SOLID HDPE PIPE, STORMWATER

HEADER PIPE

4:1

6.6%

X

X

EXISTING FENCE TO REMAIN, TYP.

FLUSH CONCRETE CURB,

SEE CIVIL DRAWINGS, TYP.

ASPHALT PAVEMENT,

SEE CIVIL PLANS FOR

ROAD LAYOUT, TYP.

LIMITS OF CONSTRUCTION, TYP.

CURB TRANSITION, TYP.

SEE CIVIL DRAWINGS

MOUNTABL CONCRETE CURB

AND GUTTER, TYP.

SEE CIVIL DRAWINGS

EXISTING DIRT ROAD

CI704

SEE GRADING

PLANS, TYP.

CI702

5-NICHE HIGH, DOUBLE-SIDED

COLUMBARIUM WALL, TYP.

BW 1932.86

BW 1933.57

1932.95

1933.39

1933.39 1933.49

1932.61

1932.95

1931.73

1931.63

1931.97 1931.83

1931.29

1931.19

1932.51

1932.51

1932.17

1932.17

BW 1932.08

1932.61

1933.05

1933.05

BW 1933.25

1933.41

TW 1934.75

LANDSCAPE AREA WITH

STONE MULCH, TYP.

SEE LANDSCAPE PLANS

ON SHEET LP108

1930.99 (V.I.F.) 1933.57 (V.I.F.)

FG ±1933.57

W

AL

L

- T O

F

.9

CONCRETE SEAT WALL, TYP.

4" THICK PLAIN CONCRETE PAVING, TYP.

PROVIDE THICKENED EDGE ALONG

ENTIRE PAVEMENT PERIMETER

W

AL

L

- T O

F

.4

1932.07

1931.291931.40 1931.73

1931.63 1932.07

FG ±1932.87

TW 1932.75

BW 1931.03

FG 1930.98

FG ±1931.32

W

AL

L

- T O

F

.8

FG ±1932.04

1931.39

1931.19 1931.40

BW 1931.98

1931.97

1931.53 1931.39

W

AL

L

- T O

F

.0

W

AL

L

- T O

F

.6

W

AL

L

- T O

F

.1

1932.92

1931.87 1931.82

1931.88

1931.69 1931.74

1931.53

1931.37

1931.521931.31

TW 1934.75

TW 1935.25

BW 1931.48

BW 1931.37

1930.99

1931.03

CONCRETE WALK TO

COLUMBARIUM PLAZA C

NOT TO EXCEED 4.99%

SLOPE; SEE CIVIL

DRAWINGS FOR GRADING

1931.16

FG 1933.21

BW 1932.81

1932.27

1932.07 1932.28

1932.41 1932.27

1932.41

1932.25

1932.401932.19

1932.04 1933.15

1932.95 1933.16

1933.29 1933.15

1933.29

1933.13

1933.281933.07

1932.92 1931.62

1931.94

1931.83

1932.71 1932.85

1932.71

1932.76

1932.57 1932.62

1932.80

1932.75 1932.70

1932.82

1932.50

1932.85

TW 1935.25

TW 1934.75

TW 1934.75

TW 1934.25

TW 1934.25

TW 1933.75

FG ±1932.97

TW 1933.25

TW 1933.75

FG ±1932.14

TW 1932.75

TW 1933.25

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

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G:

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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

5-31-2027

7-28-2026

JDS JEM

CG403

COLUMBARIUM PLAZA D GRADING

PLAN ENLARGEMENT (BASE BID)

4 88 0 642

Scale: 1" = 8'-0"

XXXX.XX

GRADING NOTES

1. SEE WALL ELEVATIONS ON SHEET CI707 FOR

ADDITIONAL STEPPED WALL INFORMATION.

2. SEE CG404 FOR DRAINAGE STRUCTURE

INFORMATION.

3. SLOPES WITHIN THE PAVED COLUMBARIUM COURT

AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION.

NOTIFY COR OF ANY DISCREPANCIES NOT ALLOWING

THIS TO OCCUR PRIOR TO CONTINUING WORK.

4. PITCH EVENLY BETWEEN SPOT GRADES.

LEGEND

LIMIT OF CONSTRUCTION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED SPOT GRADE

SLOPE ARROWS

AREA DRAIN

BENCH

FLOWER WATERING STATION

VERIFY IN FIELDV.I.F.

BOTTOM OF WALL

TOP OF WALL

BW

TW

FINISH GRADEFG FINISH GRADE

COLUMBARIUM COMPLEX D

ELEVATION SCHEDULE

WALL

NUMBER

TOP OF

NICHE WALL

(TOW)

TOP OF NICHE

FOUNDATION

(TOF)

TOP OF

PIERS

(TOPR)

1 1938.89 1931.86 1939.67

2 1939.22 1932.19 1940.00 3 1939.64 1932.61 1940.42 4 1940.10 1933.07 1940.88 5 1940.52 1933.49 1941.30 6 1940.98 1933.95 1941.76

TOF TOP OF NICHE UNIT FOUNDATION

TOW TOP OF NICHE UNIT

TOP TOP OF CONCRETE PIER

4:1

6.6%

X

X

LOOP ROAD

LOOP ROAD

EXISTING FENCE TO REMAIN, TYP.

ASPHALT PAVEMENT,

SEE CIVIL PLANS FOR

ROAD LAYOUT, TYP.

GRAVEL FLOWER VASE DRIP

STRIP UNDERDRAIN, TYP.

UNDERDRAIN CLEANOUT, TYP.

LIMITS OF CONSTRUCTION, TYP.

STORM WATER HEADER PIPE,

TYP.; 8" SOLID HDPE PIPE

4" PERFORATED

HDPE PIPE, TYP.

LANDSCAPE AREA

DRAIN (TYPE 1), TYP.

CI705

AD10

RIM: 1931.12

INV:1928.75

AD9

RIM: 1931.53

INV: 1929.50

AD8

RIM: 1932.00

INV: 1930.35

AD7

RIM: 1932.41

INV: 1930.25

AD6

RIM: 1932.88

INV: 1930.85

6"

HDPE

PIPE

(TYP.

FROM

YARD

DRAINS)

INV: 1929.24

INV:1929.06

SEE CIVIL DRAWINGS FOR

OVERALL DRAINAGE AND

STORMWATER, TYP.

FLUSH CONCRETE CURB,

SEE CIVIL DRAWINGS, TYP.

EXISTING DIRT ROAD

CLEANOUT, TYP.

INV: 1926.86

INV: 1929.68

INV: 1929.50

INV: 1928.66

INV: 1928.45

INV: 1928.15

INV: 1927.95INV: 1927.71

INV: 1927.45

INV: 1927.15

INV: 1926.80

INV: 1926.70

W

AL

L

W

AL

L

W

AL

L

W

AL

L

W

AL

L

W

AL

L

CI705

INV: 1930.08

INV: 1926.38

STORM WATER HEADER PIPE,

TYP.; 8" SOLID HDPE PIPE

SEE GRADING

PLANS, TYP.

TRANSITION CURB,

SEE CIVIL DRAWINGS, TYP.

CI705

CI705

INV: 1926.99

4"

HDPE

PIPE

(TYP.

FROM

FOOTING

DRAINS)

COLUMBARIUM D AREA DRAINS

AREA DRAIN

AD6

AD7

AD8

AD9

AD10

NORTHING

2280529.9928

2280533.2565

2280535.6957

2280534.1235

2280531.3466

EASTING

6362330.2925

6362304.4754

6362279.0070

6362252.8033

6362227.6214

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

G:

\P

RO

J-2

5\2

_V

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PC

_B

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NA

L_

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AN

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_E

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AN

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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

5-31-2027

7-28-2026

JDS JEM

CG404

COLUMBARIUM PLAZA D DRAINAGE

PLAN ENLARGEMENT (BASE BID)

DRAINAGE NOTES

1. PROVIDE LONG ANGLE SWEEP CONNECTION AT

ALL TIE-INS TO HEADER PIPE.

2. SEE CIVIL DRAWINGS FOR OVERALL DRAINAGE

AND STORMWATER.

4 88 0 642

Scale: 1" = 8'-0"

LEGEND

LIMIT OF CONSTRUCTION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

4" PERFORATED HDPE PIPE IN GRAVEL

FLOWER VASE DRIP STRIP

6" SOLID HDPE PIPE, STORMWATER

COLLECTOR PIPE

CLEANOUT

LANDSCAPE AREA DRAIN (TYPE 1)

8" SOLID HDPE PIPE, STORMWATER

HEADER PIPE

BW 1975.46

SEE NOTE 5

BW 1976.79

1%

BW/HP 1976.14 HP 1976.83 4.5%

1.2%

1%

BW 1976.79

1%

HP 1976.83

LP 1976.64

1%

1.2%

BW 1976.79

1%

BW 1975.45

BW 1975.42

4.5%

1%

1%

BW 1975.81 BW 1975.82

EXISTING CONCRETE ASSEMBLY

AREA; MAINTAIN EXISTING

DRAINAGE PATTERNS, TYP.

MEET EXISTING

CONCRETE FLUSH, TYP.

SEE NOTE 5

LIMIT OF CONSTRUCTION, TYP.

MEET EXISTING CONCRETE FLUSH

SEE NOTE 5

NEW PAVEMENT TO CONTINUE

EXISTING ASSEMBLY CONCRETE

SLOPE TO FRONT RETAINING AND

ELEVATED WALK WALLS, TYP.

RANCHO TEJON CIRCLE

FRONT CONCRETE ELEVATED WALK WALL, TYP.

FRONT CONCRETE

RETAINING WALL, TYP.

REAR…