231030 LANC 898-036 FCA Bid Docs 3 of 5.pdf

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

SITE PLAN - ROADWAY REHABILITATION

(BASE BID)

C-101

0 150 300

1 INCH = 150 FEET

LEGEND AND SYMBOLS

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

ROADWAY REPAIR NOTES:

1. CONTRACTOR SHALL SEAL ALL CRACKS GREATER

THAN 1/8" IN ALL EXISTING ASPHALT ROADWAYS AND

PARKING AREAS.

1.1. CRACKS MUST BE CLEAN AND DRY PRIOR TO THE

APPLICATION OF SEALANT.

1.2. CRACKS MUST BE CLEANED WITH OIL-FREE

COMPRESSED AIR AT A MINIMUM PRESSURE OF 90

PSI.

1.3. ALL CRACKS GREATER THAT 3/8" IN WIDTH SHALL

BE ROUTED PRIOR TO THE APPLICATION OF

SEALANT.

1.4. CONTRACTOR SHALL USE AN ASPHALT CRACK

TREATMENT THAT CONFORMS TO CALTRANS

SPECIFICATIONS CHAPTER 37-6.02B.

1.5. CONTRACTOR SHALL INSTALL THE SEALANT PER

CALTRANS SPECIFICATIONS CHAPTER 37-6.03.

2. CONTRACTOR SHALL FOG SEAL ALL EXISTING ASPHALT

ROADWAYS AND ASPHALT PARKING AREAS WITHIN THE

HISTORIC CEMETERY INCLUDING ANTIETAM AVE

EXTENSION.

2.1. CONTRACTOR SHALL REMOVE ALL STRIPING

PRIOR TO THE APPLICATION OF SEALANT.

2.1.1. CONTRACTOR SHALL RE-INSTALL STRIPING AT

THE CONCLUSION OF SEALING.

2.2. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM

ASPHALT PRIOR TO THE APPLICATION OF SEALANT.

2.3. FOG SEAL SHALL CONFORM TO CALTRANS

SPECIFICATIONS CHAPTER 37-4.

2.4. CONTRACTOR SHALL APPLY ASPHALTIC

EMULSIONS FOR FOG SEAL AT A RESIDUAL

ASPHALT RATE OF 0.05 GAL/SQ YD MINIMUM.

SHILOH DR.

ANTIETAM AVE.

APPOMOTTOX DR

SAN JUAN HILL AVE.

BUENA VISTA AVE.

AMIENS AVE.

BELLEAU WOOD DR.

LOOKOUT DR.

GETTYSBURG AVE.

SOISSONS AVE

ARGONNE AVE.

SANTIAGO DR.

GETTYSBURG AVE.

SANTIAGO DR.

MEUSE AVE

SAINT MIHIEL AVE.

MARNE AVE.

CONSTITUTION AVE.

CHATEAU THIERRY AVE.

TOUL AVE.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

SITE PLAN - FLOWER WATER STATIONS

& NEW SITE SIGNAGE (BASE BID)

C-102

0 150 300

1 INCH = 150 FEET

LEGEND AND SYMBOLS

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

KEYED NOTES

1. TYPE 1 FLOWER WATER STATION, SEE DETAIL E3/C-508.

2. TYPE 2 FLOWER WATER STATION, SEE DETAIL E3/C-508.

3. CEMETERY MAP, SEE DETAIL B3/C-503.

4. REPLACE EXISTING "STOP" SIGN PANEL, SEE DETAIL

D4/C-503.

5. REPLACE EXISTING "SPEED LIMIT 15" SIGN PANEL, SEE

DETAIL D4/C-503.

6. REPLACE EXISTING "ATTENTION VISITORS" SIGN PANEL,

SEE DETAIL E4/C-503.

CEMETERY MAP NOTES:

1. CONTRACTOR SHALL ACQUIRE WRITTEN

CONFIRMATION OF FINAL PLACEMENT OF ALL SIGNAGE

BY THE COR PRIOR TO INSTALLATION.

2. CONTRACTOR SHALL PROVIDE PROOF SHEET FOR

REVIEW AND APPROVAL TO THE COR PRIOR TO SIGN

PANEL FABRICATION.

1 1

SH

IL

O H

D R

GENERAL NOTES:

1. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

EXISTING LANDSCAPING AND IRRIGATION.

1.1. ALL DAMAGED LANDSCAPING AND IRRIGATION

SHALL BE REPLACED AT NO ADDITIONAL COST TO

THE GOVERNMENT.

SHILOH DR.

ANTIETAM AVE.

APPOMOTTOX DR

SAN JUAN HILL AVE.

BUENA VISTA AVE.

AMIENS AVE.

BELLEAU WOOD DR.

LOOKOUT DR.

GETTYSBURG AVE.

SOISSONS AVE

ARGONNE AVE.

SANTIAGO DR.

GETTYSBURG AVE.

SANTIAGO DR.

MEUSE AVE

SAINT MIHIEL AVE.

MARNE AVE.

CONSTITUTION AVE.

CHATEAU THIERRY AVE.

TOUL AVE.

TYPE 1 FLOWER WATER STATION

SIGN PANEL POST

TYPE 2 FLOWER WATER STATION

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

HISTORIC PRESERVATION (BASE BID)

C-201

VICINITY MAP

NOT TO SCALE

AOI D2

SCALE: NTS

BUILDING 5705 (IN MEMORY OF SECTION MARKER)D2

SCALE: NTS

BUILDING HA-1 (3RD INFANTRY DIVISION)B8

SCALE: NTS

BUILDING HA-11 (DE GEEST OVERWINT)D8

GENERAL NOTES:

1. CONTRACTOR SHALL REPAIR/REHABILITATE ALL ITEMS

SHOWN PER THE HISTORIC PRESERVATION REPORT.

AOI B8 & D8

AOI D5

SCALE: NTS

SPANISH AMERICAN MONUMENTD5

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

HISTORIC PRESERVATION (BID OPTION

4)

C-202

VICINITY MAP

NOT TO SCALE

SCALE: NTS

BUILDING HA-8 (CANNON)C5

SCALE: NTS

CAISSONF5

GENERAL NOTES:

1. CONTRACTOR SHALL REPAIR/REHABILITATE ALL ITEMS

SHOWN PER THE HISTORIC PRESERVATION REPORT.

2. CAISSON IS CURRENTLY LOCATED ON CEMETERY

PROPERTY AND ONCE PRESERVED SHALL BE PLACED

PER NCA DIRECTION.

AOI C5

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

36" DIA EUC

36" DIA EUC

29"39"39"

24"

5.48'

1.76'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - PRIVACY

FENCING AT WATER VALVES (BASE BID)

C-401

0 10 20

1 INCH = 10 FEET

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBINGVICINITY MAP

NOT TO SCALE

KEYED NOTES

1. 6' CHAIN LINK FENCING WITH PRIVACY SLATS AND MOW

CURB, SEE DETAIL B2/C-504.

2. 8' WIDE CHAIN LINK GATE WITH PRIVACY FENCING

D2/C-504.

3. INSTALL AGGREGATE BASE WITHIN FENCED AREAS, SEE

DETAIL F2/C-504

AOI

VETERAN AVE

SCALE: NTS

WATER VALVES FACING NORTHEASTE2 SCALE: NTS

WATER VALVES FACING EASTE5 SCALE: NTS

WATER VALVES FACING SOUTHWESTE8

EXISTING ORNAMENTAL FENCING

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF

ANY TREE MUST UTILIZE ALTERNATIVE METHODS SUCH

AS HAND DIGGING TO LOCATE ROOTS.

2. TREE PROTECTION FENCING SHALL BE INSTALLED

AROUND ALL TREES THAT HAVE A DRIP LINE WITHIN

THE LIMITS OF DISTURBANCE FOR CONSTRUCTION

ACTIVITIES OTHER THAN ASPHALT PAVING AND SHALL

EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE

DRIP LINE OF THE TREE, WHICHEVER IS GREATER.

(TYP)

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH

DIAMETER MUST BE APPROVED AND SUPERVISED BY A

LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

TREES FROM DAMAGE BY DEMOLITION OPERATIONS.

ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS

SHALL BE REPLACED WITH A TREE OF THE SAME

SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE

CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE

(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND

SHALL PROVIDE A CREDIT TO THE OWNER FOR THE

MONETARY DIFFERENCE IN VALUE.

5. SHOULD CONFLICTS BETWEEN THE PROPOSED

CURBING AND EXISTING TREES EXIST, THE

CONTRACTOR SHALL NOT INSTALL CURBING IN THE

CONFLICT AREA SEE DETAIL D2/C-502.

5.1. FOR ALL CURBING NOT INSTALLED, THE

CONTRACTOR SHALL PROVIDE THE GOVERNMENT

A CREDIT PER LINEAR FOOT NOT INSTALLED.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

36" DIA EUCALYPTUS

BU

ILD

IN

G

OFF

-S

IT

E

BU

ILD

IN

G

OFF

-S

IT

E

BU

ILD

IN

G

OFF

-S

IT

E

BU

ILD

IN

G

10"

27"

8"

13"

24"

15"

8" 18"

6"

7"

7" 6" 12"

8"

7"

14" 28" 8"

14"

14"

14"

18"

29" 23"

8"

15"

13"

6"

7"

8" 8"

7"36"

48"

7"

6"

8"

36"

8"

16"

6"

16"6"

16"

17"

18"

24"

18"

6"

28"

14"

15" 37"

11"

21"

15"

17" 16" 12"

14" 16"

18"

16"

40"

27"24"

34"

6"

31"

48"

23"

31"

22"

22"

36" DIA.

18.00'

33.46'

17.58'±

94.00'

22.00'

15.00'

30.00'

40.00'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - DUMPSTER AND

SPOILS AREA (BASE BID)

C-402

0 20 40

1 INCH = 20 FEET

KEYED NOTES

1. CONCRETE STORAGE BINS, SEE SHEET C-510.

2. CONCRETE PAVING, SEE DETAIL B5/C-501.

3. ASPHALT PAVING, SEE DETAIL B2/C-501.

4. BOLLARD, SEE DETAIL B5/C-502.

5. 25' X 100' PREFABRICATED METAL ROOF OVER STORAGE

BINS, SEE SHEET C-512.

6. NOT USED.

7. 6" PERFORATED PVC.

8. 10" SOLID PVC.

9. TAPERED END SECTION, SEE DETAIL C6/C-502.

10. 10' CHAIN LINK FENCING W/ PRIVACY SLATS, SEE DETAIL

SHEET C-504.

11. CONCRETE BUMPER CURB, SEE DETAIL THIS SHEET.

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE STORAGE BINS

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

VICINITY MAP

NOT TO SCALE

AOI

VETERAN AVE

PREFABRICATED METAL ROOF NOTES:

1. ROOF SHALL BE SINGLE PITCH SLOPING FROM FRONT

TO BACK.

2. ROOF STRUCTURE SHALL NOT HAVE WALLS.

CONTROL JOINT

EXPANSION JOINT

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF

ANY TREE MUST UTILIZE ALTERNATIVE METHODS SUCH

AS HAND DIGGING TO LOCATE ROOTS.

2. TREE PROTECTION FENCING SHALL BE INSTALLED

AROUND ALL TREES THAT HAVE A DRIP LINE WITHIN

THE LIMITS OF DISTURBANCE FOR CONSTRUCTION

ACTIVITIES OTHER THAN ASPHALT PAVING AND SHALL

EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE

DRIP LINE OF THE TREE, WHICHEVER IS GREATER.

(TYP)

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH

DIAMETER MUST BE APPROVED AND SUPERVISED BY A

LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

TREES FROM DAMAGE BY DEMOLITION OPERATIONS.

ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS

SHALL BE REPLACED WITH A TREE OF THE SAME

SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE

CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE

(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND

SHALL PROVIDE A CREDIT TO THE OWNER FOR THE

MONETARY DIFFERENCE IN VALUE.

5. SHOULD CONFLICTS BETWEEN THE PROPOSED

CURBING AND EXISTING TREES EXIST, THE

CONTRACTOR SHALL NOT INSTALL CURBING IN THE

CONFLICT AREA SEE DETAIL D2/C-502.

5.1. FOR ALL CURBING NOT INSTALLED, THE

CONTRACTOR SHALL PROVIDE THE GOVERNMENT

A CREDIT PER LINEAR FOOT NOT INSTALLED.

1.00'

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

24"

6"

2.0%

SCALE: NTS

CURB TERMINATION DETAILF2

1'-5"7"

10"

2'-0"

6"

A/C PAVING

COMPACTED

SUBGRADE PER

SPECIFICATION 32 20 00

LANDSCAPING

SEE PLANS

1/2" RADIUS

BASE THICKNESS EQUAL

TO ROAD BASE, SEE

DETAIL B5/C-501

SCALE: NTS

BUMPER CURBE2

16.0"

6" 1/4" R

1/4" R

5" COMPACTED

AGGREGATE BASE

PER SPECIFICATION

31 20 00

CONCRETE PER

SPECIFICATION 32 05 23

GENERAL NOTES:

1. TWO ROWS OF #4 BARS

CENTERED AS SHOWN.

2. EXPANSION JOINTS

SHALL BE PLACED AT 50'

INTERVALS O.C.

3. CONTROL JOINTS

CONSISTING OF 1" DEEP

SCORES SHALL BE

PLACED AT 10' INTERVALS

O.C.

ON-S

IT

E

BU

ILD

IN

G

16"

23"

6"4"

STA:0+00

ST

A:

0+

ST

A:

1+

ST

A:

1+

ST

A:

2+

ST

A:

2+

ST

A:

3+

ST

A:

3+

ST

A:

4+

ST

A:

4+

ST

A:

5+

ST

A:

5+

6"4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - HISTORIC

FRONT ENTRY (BASE BID)

C-403

0 20 40

1 INCH = 20 FEET

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBINGVICINITY MAP

NOT TO SCALE

KEYED NOTES

1. AUTOMATIC FRONT ENTRY GATE, SEE SHEET C-509.

2. STANDARD MOW CURB, SEE DETAIL C5/C-507.

3. ORNAMENTAL FENCING WITH STANDARD MOW CURB,

SEE DETAIL SHEETS C-505 & C-506.

4. CONCRETE MAINTENANCE BAND, SEE DETAIL SHEET

C-509.

AOI

GENERAL NOTES:

1. SEE ELECTRICAL PLANS FOR POWER/WIRING DETAILS

FOR AUTOMATIC FRONT ENTRY GATE.

S SEPULVEDA BLVD

C O

N

ST

IT

U

TI

O

N A

VE

SCALE: 1" = 5'

ENLARGED ENTRY GATEC5

1 1

SCALE: 1" = 20'

FRONT ENRTYF5

AUTOMATIC ENTRY GATE NOTES:

1. FRONT ENTRY GATE OPERATOR SHALL BE TYMETAL

CORP. TYM 2000 OR APPROVED EQUAL.

2. SLIDE GATE OPERATOR SHALL BE 1 H.P., 230V.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

" D

IA

P

AL

M

" D

IA

P

AL

M

" D

IA

P

AL

M

28"

28"

33"

32"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - SPANISH

AMERICAN MONUMENT FENCING (BASE

BID)

C-404

0 10 20

1 INCH = 10 FEET

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBINGVICINITY MAP

NOT TO SCALE

AOI

KEYED NOTES

1. ORNAMENTAL SECURITY FENCING, SEE DETAIL E5 THIS

SHEET.

SCALE: NTS

SPANISH AMERICAN MONUMENTE1

W

IL

SH

IR

E

BL

VD

VETERAN AVE

SEE PLANS

3' -0

6"

2' -0

1'-0"

5" STD PIPE POST

(5.562 O.D.)

3" MAX.

E5SCALE: NTS

ORNAMENTAL FENCING

1" SMASHED POINT SQUARE PICKET

CANTILEVERED 2 PICKETS AT EACH END

3" MAX.

WALL OR MONUMNET

6" TYP.JOIN PERPENDICULAR TO SIGN WALL

GENERAL NOTES:

1. CONTRACTOR SHALL GAIN APPROVAL FOR FINAL

FENCING LOCATION IN WRITING FROM COR PRIOR TO

INSTALLATION.

2. CONTRACTOR SHALL PRESERVE AND PROTECT

EXISTING STONE TILES.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

X

X

X

43"

24"

16"

27"

24"

28" 45"

8"6"6"8"4"

8"6"

8"

25"

27" 19"

25"

34"

36"

6" 6"

6"x7

27"

5"

22"

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - SOUTHERN

CHAIN LINK FENCING (BASE BID)

C-405

0 60 120

1 INCH = 60 FEET

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBING

KEYED NOTES

1. 8' CHAIN LINK FENCING WITH PRIVACY SLATS SEE

SHEET C-504.

2. STANDARD MOW CURB, SEE DETAIL C5/C-507.

VICINITY MAP

NOT TO SCALE

AOI

TOUL AVE

C H

ATEAU

TH

IER

R

Y AVE

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF

ANY TREE MUST UTILIZE ALTERNATIVE METHODS SUCH

AS HAND DIGGING TO LOCATE ROOTS.

2. TREE PROTECTION FENCING SHALL BE INSTALLED

AROUND ALL TREES THAT HAVE A DRIP LINE WITHIN

THE LIMITS OF DISTURBANCE FOR CONSTRUCTION

ACTIVITIES OTHER THAN ASPHALT PAVING AND SHALL

EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE

DRIP LINE OF THE TREE, WHICHEVER IS GREATER.

(TYP)

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH

DIAMETER MUST BE APPROVED AND SUPERVISED BY A

LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

TREES FROM DAMAGE BY DEMOLITION OPERATIONS.

ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS

SHALL BE REPLACED WITH A TREE OF THE SAME

SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE

CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE

(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND

SHALL PROVIDE A CREDIT TO THE OWNER FOR THE

MONETARY DIFFERENCE IN VALUE.

5. SHOULD CONFLICTS BETWEEN THE PROPOSED

CURBING AND EXISTING TREES EXIST, THE

CONTRACTOR SHALL NOT INSTALL CURBING IN THE

CONFLICT AREA SEE DETAIL D2/C-502.

5.1. FOR ALL CURBING NOT INSTALLED, THE

CONTRACTOR SHALL PROVIDE THE GOVERNMENT

A CREDIT PER LINEAR FOOT NOT INSTALLED.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

36" DIA PALM

36" DIA PALM

24" DIA PALM

X

26"

28"28"

33"

32"

32"

28"

28"

25"

24"25"

36" 6"

6" 6"

6" 6"

6" 6"x7

27"

ST

A:

+0

ST

A:

+5

ST

A:

+7

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - SOUTHERN

ORNAMENTAL FENCING (BASE BID)

C-406

0 20 40

1 INCH = 20 FEET

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBING

KEYED NOTES

1. ORNAMENTAL FENCING, MATCH EXISTING HEIGHT, SEE

DETAIL SHEETS C-505 & C-506.

2. ORNAMENTAL ACCESS GATE, SEE DETAIL SHEETS C-505

& C-506.

VICINITY MAP

NOT TO SCALE

AOI

WILSHIRE BLVD

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

15"

4"

28"

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+8

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - EASTERN

ORNAMENTAL FENCING (BASE BID)

C-407

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBING

KEYED NOTES

1. ORNAMENTAL FENCING, SEE SHEETS C-505 & C-506.

2. ORNAMENTAL ENTRY GATE. SEE SHEETS C-505 & C-506.

3. VARIABLE HEIGHT MOW CURB, SEE DETAIL C3/C-507.

VICINITY MAP

NOT TO SCALE

0 60 120

1 INCH = 60 FEET

1800 10 20

1 INCH = 10 FEET

AOI

SCALE: 1"=10'

STA: 43+00 TO 45+81F5

SCALE: 1"=10'

STA: 40+00 TO 43+00C5

M

AT

C H

LI

N

E

ST

A:

3+

M

AT

C H

LI

N

E

ST

A:

3+

3 3

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF

ANY TREE MUST UTILIZE ALTERNATIVE METHODS SUCH

AS HAND DIGGING TO LOCATE ROOTS.

2. TREE PROTECTION FENCING SHALL BE INSTALLED

AROUND ALL TREES THAT HAVE A DRIP LINE WITHIN

THE LIMITS OF DISTURBANCE FOR CONSTRUCTION

ACTIVITIES OTHER THAN ASPHALT PAVING AND SHALL

EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE

DRIP LINE OF THE TREE, WHICHEVER IS GREATER.

(TYP)

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH

DIAMETER MUST BE APPROVED AND SUPERVISED BY A

LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

TREES FROM DAMAGE BY DEMOLITION OPERATIONS.

ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS

SHALL BE REPLACED WITH A TREE OF THE SAME

SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE

CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE

(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND

SHALL PROVIDE A CREDIT TO THE OWNER FOR THE

MONETARY DIFFERENCE IN VALUE.

5. SHOULD CONFLICTS BETWEEN THE PROPOSED

CURBING AND EXISTING TREES EXIST, THE

CONTRACTOR SHALL NOT INSTALL CURBING IN THE

CONFLICT AREA SEE DETAIL D2/C-502.

5.1. FOR ALL CURBING NOT INSTALLED, THE

CONTRACTOR SHALL PROVIDE THE GOVERNMENT

A CREDIT PER LINEAR FOOT NOT INSTALLED.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

10" 11" 12"

9"

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

40"

51"

STA:63+02

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

70' OF

VARIABLE HEIGHT

MOW CURB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - EASTERN

ORNAMENTAL FENCING (OPTION 1)

C-408

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBING

KEYED NOTES

1. ORNAMENTAL FENCING, SEE SHEETS C-505 & C-506.

2. VARIABLE HEIGHT MOW CURB, SEE DETAIL C3/C-507.

3. STANDARD MOW CURB, SEE DETAIL C5/C-507.

4. 18' DOUBLE SWING ACCESS GATE CENTERED ON

ACCESS DRIVE, SEE SHEETS C-505 & C-506.

5. ORNAMENTAL ENTRY GATE. SEE SHEETS C-505 & C-506.

6. CONTRACTOR SHALL REPLACE EXISTING CURB ,

ASPHALT AND CONCRETE AS NEEDED FOR MOW CURB

AND GATE INSTALLATION AT NO ADDITIONAL COST TO

THE GOVERNMENT

VICINITY MAP

NOT TO SCALE

0 60 120

1 INCH = 60 FEET

AOI

VETERAN AVE

SCALE: 1"=20'

STA: 50+00 TO 54+50A5

M

AT

C H

LI

N

E

ST

A:

4+

SCALE: 1"=20'

STA: 54+50 TO 60+50C5

SCALE: 1"=20'

STA: 60+50 TO 63+02E5

M

AT

C H

LI

N

E

ST

A:

4+

M

AT

C H

LI

N

E

ST

A:

0+

M

AT

C H

LI

N

E

ST

A:

0+

VETERAN AVE

VETERAN AVE

3 3

3 3

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF

ANY TREE MUST UTILIZE ALTERNATIVE METHODS SUCH

AS HAND DIGGING TO LOCATE ROOTS.

2. TREE PROTECTION FENCING SHALL BE INSTALLED

AROUND ALL TREES THAT HAVE A DRIP LINE WITHIN

THE LIMITS OF DISTURBANCE FOR CONSTRUCTION

ACTIVITIES OTHER THAN ASPHALT PAVING AND SHALL

EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE

DRIP LINE OF THE TREE, WHICHEVER IS GREATER.

(TYP)

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH

DIAMETER MUST BE APPROVED AND SUPERVISED BY A

LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

TREES FROM DAMAGE BY DEMOLITION OPERATIONS.

ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS

SHALL BE REPLACED WITH A TREE OF THE SAME

SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE

CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE

(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND

SHALL PROVIDE A CREDIT TO THE OWNER FOR THE

MONETARY DIFFERENCE IN VALUE.

5. SHOULD CONFLICTS BETWEEN THE PROPOSED

CURBING AND EXISTING TREES EXIST, THE

CONTRACTOR SHALL NOT INSTALL CURBING IN THE

CONFLICT AREA SEE DETAIL D2/C-502.

5.1. FOR ALL CURBING NOT INSTALLED, THE

CONTRACTOR SHALL PROVIDE THE GOVERNMENT

A CREDIT PER LINEAR FOOT NOT INSTALLED.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

O

FF

-S

IT

E

BU

IL

DI

NG

O

FF

-S

IT

E

BU

IL

DI

NG

36" DIA.

STA:70+00

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

36" DIA EUC

36" DIA EUC

36" DIA EUC

24"30"33"31"40"31"

55" 29"39"39"

29"37"24"18"33"32"42"27"29"29"25"27"

42" 17" 52" 38"

19"

23"

25" 22"

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

17.58'±

5.48'

1.76'

50" 52" 38" 28" 25" 42" 23" 23" 30" 42"

21" 27" 24" 19" 32" 37" 35" 21"

32" 35" 42" 39"

ST

A:

+0

STA:89+22

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

72' OF

STANDARD

MOW CURB

400' OF

VARIABLE HEIGHT

MOW CURB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - EASTERN

ORNAMENTAL FENCING (OPTION 1)

C-409

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBING

KEYED NOTES

VICINITY MAP

NOT TO SCALE

0 20 40

1 INCH = 20 FEET

AOI

VETERAN AVE

SCALE: 1"=20'

STA: 70+00 TO 75+25B5

SCALE: 1"=20'

STA: 75+25 TO 82+00B5

SCALE: 1"=20'

STA: 82+00 TO 89+22B5

VETERAN AVE

VETERAN AVE

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5+

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1. ORNAMENTAL FENCING, SEE SHEETS C-505 & C-506.

2. VARIABLE HEIGHT MOW CURB, SEE DETAIL C3/C-507.

3. STANDARD MOW CURB, SEE DETAIL C5/C-507.

4. 18' DOUBLE SWING ACCESS GATE CENTERED ON

ACCESS DRIVE, SEE SHEETS C-505 & C-506.

5. CONTRACTOR SHALL REPLACE EXISTING CURB ,

ASPHALT AND CONCRETE AS NEEDED FOR MOW CURB

AND GATE INSTALLATION AT NO ADDITIONAL COST TO

THE GOVERNMENT

3 3

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP

LINE OF ANY TREE MUST UTILIZE

ALTERNATIVE METHODS SUCH AS HAND

DIGGING TO LOCATE ROOTS.

2. TREE PROTECTION FENCING SHALL BE

INSTALLED AROUND ALL TREES THAT HAVE A

DRIP LINE WITHIN THE LIMITS OF

DISTURBANCE FOR CONSTRUCTION

ACTIVITIES OTHER THAN ASPHALT PAVING

AND SHALL EXTEND A MINIMUM OF 10' FROM

THE TRUNK OR THE DRIP LINE OF THE TREE,

WHICHEVER IS GREATER. (TYP)

3. THE CUTTING OF ROOTS GREATER THAN ONE

(1) INCH DIAMETER MUST BE APPROVED AND

SUPERVISED BY A LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND

PROTECT ALL TREES FROM DAMAGE BY

DEMOLITION OPERATIONS. ANY TREE

DAMAGED BY CONSTRUCTION OPERATIONS

SHALL BE REPLACED WITH A TREE OF THE

SAME SPECIES AND SIZE. IF SIZE IS NOT

AVAILABLE CONTRACTOR SHALL REPLACE

WITH A 2" CAL. TREE (DECIDUOUS) OR 6'

HEIGHT TREE (EVERGREENS) AND SHALL

PROVIDE A CREDIT TO THE OWNER FOR THE

MONETARY DIFFERENCE IN VALUE.

5. SHOULD CONFLICTS BETWEEN THE

PROPOSED CURBING AND EXISTING TREES

EXIST, THE CONTRACTOR SHALL NOT INSTALL

CURBING IN THE CONFLICT AREA, SEE DETAIL

D2/C-502.

5.1. FOR ALL CURBING NOT INSTALLED, THE

CONTRACTOR SHALL PROVIDE THE

GOVERNMENT A CREDIT PER LINEAR

FOOT NOT INSTALLED.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

OFF-SITEBUILDING OFF-SITEBUILDING

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

± 38'

PROPERTY LINE

± 205'

PROPERTY LINE

± 47'

PROPERTY LINE

± 55'

PROPERTY LINE

NO FENCING

OR CURBING

ALONG THIS

PROPERTY

NO FENCING OR

CURBING ALONG

THIS PROPERTY

± 205' OF

6" TO 24"

RETAINING CURB

± 47' OF

6" TO 24"

RETAINING CURB

OFF-SITEBUILDING

OFF-SITEBUILDING OFF-SITEBUILDING

OFF-SITEBUILDING

20"

7" 27" 18"

ST

A:

+5

ST

A:

+0

ST

A:

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ST

A:

+0

ST

A:

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A:

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ST

A:

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A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

± 112'

± 86' PROPERTY LINE

± 50'

PROPERTY LINE± 20'

PEROPERTY

LINE

± 90' PROPERTY LINE

± 112' PROPERTY LINE

± 124' PROPERTY LINE

± 38'

PROPERTY LINE

± 55'

PROPERTY LINE

± 112' OF 24" TO 48"

RETAINING CURB

± 20' OF

24" TO 48"

RETAINING CURB

± 76' OF

6" TO 24"

RETAINING CURB

± 20' OF

6" TO 24"

RETAINING CURB

± 30' OF

24" TO 48"

RETAINING

CURB

± 20' OF

48" TO 72"

RETAINING

CURB

± 12' OF

48" TO 72"

RETAINING

CURB

± 12' OF

24" TO 48"

RETAINING

CURB± 66' OF

6" TO 24"

RETAINING CURB

± 112' OF

6" TO 24"

RETAINING CURB

± 124' OF

6" TO 24"

RETAINING CURB

NO FENCING

OR CURBING

ALONG THIS

PROPERTY

NO FENCING OR

CURBING ALONG

THIS PROPERTY

36" DIA EUC

BUILDING

BUILDING

OFF-SITEBUILDING

OFF

-S

IT

E

BU

IL

DI

NG

10"

27"

8"

7" 7"

14" 13"

10"

13" 24"

15"

8"

18"6"

7"

7" 6"

12"

8"

7"

14"

15"

7"

6"

8"36" 8"

16"

6" 16"

6"

16"

17"

22"

22"

36" D

IA.

STA:70+00

STA:70+50

ST

A:

+0

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

0+

ST

A:

0+

ST

A:

1+

ST

A:

1+

ST

A:

2+

ST

A:

2+

ST

A:

3+

ST

A:

3+

± 85' PROPERTY LINE

± 52'

± 65' ± 112'

± 86' PROPERTY LINE

± 203'

PROPERTY LINE

± 147' OF

STANDARD MOW CURB

± 56' OF

6" TO 24"

RETAINING CURB

± 85' OF

6" TO 24"

RETAINING CURB

± 52 OF

6" TO 24"

RETAINING

CURB

± 65' OF

24" TO 48"

RETAINING CURB

± 112' OF 24" TO 48"

RETAINING CURB

± 20' OF

24" TO 48"

RETAINING CURB

RETAINING CURB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - NORTHERN

FENCING (OPTION 2)

C-410

0 30 60

1 INCH = 30 FEET

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBING

KEYED NOTES

1. 8' COMPOSITE FENCING WITH PRIVACY SLATS AND

STANDARD MOW CURB, SEE DETAIL C7/C-504 AND

SHEET C-507.

2. 8' COMPOSITE FENCING WITH PRIVACY SLATS AND

VARIABLE HEIGHT RETAINING CURB, SEE DETAIL

C7/C-504 AND SHEET C-507.

3. LANDSCAPE CURBING, SEE DETAIL F2/C-502.

VICINITY MAP

NOT TO SCALE

AOI

SCALE: 1"=20'

STA: 90+00 TO 93+00A5

SCALE: 1"=20'

STA: 93+00 TO 98+50C5

SCALE: 1"=20'

STA: 98+50 TO 103+47D5

M

AT

C H

LI

N

E

ST

A:

3+

M

AT

C H

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N

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ST

A:

3+

M

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A:

8+

M

AT

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LI

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E

ST

A:

8+

3' RADIUS

TREE PROTECTION NOTES:

1. ARBORIST SHALL BE PRESENT FOR ALL EXCAVATION

ACTIVITIES ALONG NEIGHBORING PROPERTIES.

2. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF

ANY TREE MUST UTILIZE ALTERNATIVE METHODS SUCH

AS HAND DIGGING TO LOCATE ROOTS.

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH

DIAMETER MUST BE APPROVED AND SUPERVISED BY A

LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

TREES FROM DAMAGE BY DEMOLITION OPERATIONS.

ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS

SHALL BE REPLACED WITH A TREE OF THE SAME

SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE

CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE

(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND

SHALL PROVIDE A CREDIT TO THE OWNER FOR THE

MONETARY DIFFERENCE IN VALUE.

GENERAL NOTES:

1. CONTRACTOR SHALL STAKE THE LOCATION AND

HEIGHTS OF THE RETAINING CURBS FOR APPROVAL OF

THE COR PRIOR TO THE INSTALLATION OF FORM

WORK.

2. CONTRACTOR SHALL VERIFY MOW CURB IS OUTSIDE

OF GRAVESITES PRIOR TO CONSTRUCTION.

2.1. CONTRACTOR SHALL PLACE CURBING AS CLOSE

TO EXISTING GRAVESITES AS POSSIBLE.

2.2. CONTRACTOR SHALL STAKE/FLAG GRAVESITES

ADJACENT TO CURBING PRIOR TO CONSTRUCTION.

3. CENTER LINE OF NORTHERN FENCING IS OFFSET 5"

FROM PROPERTY LINE.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

5' - 8'

SEE NOTES

BU

ILD

IN

G

37" 25" 18" 20" 32" 19"

31"

33"

40"

26" 19" 14" 27" 29"

24"

STA:111+00

STA:111+50

ST

A:

2+

ST

A:

2+

ST

A:

3+

ST

A:

3+

ST

A:

4+

ST

A:

4+

ST

A:

5+

ST

A:

5+

ST

A:

6+

ST

A:

6+

ST

A:

7+

ST

A:

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24"

ST

A:

8+

ST

A:

8+

ST

A:

9+

ST

A:

9+

ST

A:

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ST

A:

0+

ST

A:

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ST

A:

1+

ST

A:

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ST

A:

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ST

A:

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ST

A:

3+

ST

A:

4+

ST

A:

4+

ST

A:

5+

350' OF

VARIABLE HEIGHT

MOW CURB

43"

15"

19"

STA:132+48

ST

A:

5+

ST

A:

5+

ST

A:

6+

ST

A:

6+

ST

A:

7+

ST

A:

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ST

A:

8+

ST

A:

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ST

A:

9+

ST

A:

9+

ST

A:

0+

ST

A:

0+

ST

A:

1+

ST

A:

1+

ST

A:

2+

37"

STA:110+00

ST

A:

0+

ST

A:

1+

ST

A:

1+

STA:112+00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - WESTERN

ORNAMENTAL FENCING (OPTION 3)

C-411

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBING

KEYED NOTES

0 20 40

1 INCH = 20 FEET

VICINITY MAP

NOT TO SCALE

AOI

M

AT

C H

LI

N

E

ST

A:

+7

SCALE: 1"=20'

STA: 125+25 TO 132+48F5

M

AT

C H

LI

N

E

ST

A:

+7

M

AT

C H

LI

N

E

ST

A:

+2

M

AT

C H

LI

N

E

ST

A:

+2

SCALE: 1"=20'

STA:117+75 TO 125+25D5

SCALE: 1"=20'

STA: 112+00 TO 117+75C5

SCALE: 1"=20'

STA: 110+00 TO 112+00A5

M

AT

C H

LI

N

E

ST

A:

+0

MATCHLINE STA: 112+00

5' RADIUS

1. ORNAMENTAL FENCING, SEE SHEETS C-505 & C-506.

2. VARIABLE HEIGHT MOW CURB, SEE DETAIL C3/C-507.

3. STANDARD MOW CURB, SEE DETAIL C5/C-507.

4. LANDSCAPE EDGING, SEE LANDSCAPE PLANS

5. LANDSCAPE CURBING, SEE DETAIL F2/C-502.

3 3 3

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF ANY TREE MUST UTILIZE

ALTERNATIVE METHODS SUCH AS HAND DIGGING TO LOCATE ROOTS.

2. TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL TREES THAT

HAVE A DRIP LINE WITHIN THE LIMITS OF DISTURBANCE FOR CONSTRUCTION

ACTIVITIES OTHER THAN ASPHALT PAVING AND SHALL EXTEND A MINIMUM OF

10' FROM THE TRUNK OR THE DRIP LINE OF THE TREE, WHICHEVER IS

GREATER. (TYP)

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH DIAMETER MUST BE

APPROVED AND SUPERVISED BY A LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL TREES FROM DAMAGE

BY DEMOLITION OPERATIONS. ANY TREE DAMAGED BY CONSTRUCTION

OPERATIONS SHALL BE REPLACED WITH A TREE OF THE SAME SPECIES AND

SIZE. IF SIZE IS NOT AVAILABLE CONTRACTOR SHALL REPLACE WITH A 2" CAL.

TREE (DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND SHALL PROVIDE

A CREDIT TO THE OWNER FOR THE MONETARY DIFFERENCE IN VALUE.

5. SHOULD CONFLICTS BETWEEN THE PROPOSED CURBING AND EXISTING

TREES EXIST, THE CONTRACTOR SHALL NOT INSTALL CURBING IN THE

CONFLICT AREA, SEE DETAIL D2/C-502.

5.1. FOR ALL CURBING NOT INSTALLED, THE CONTRACTOR SHALL PROVIDE

THE GOVERNMENT A CREDIT PER LINEAR FOOT NOT INSTALLED.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

5' - 8'

3' RADIUS

ST

AR

T

ED

G

IN

G

GENERAL NOTES:

1. CONTRACTOR SHALL STAKE THE LOCATION AND

HEIGHTS OF THE RETAINING CURBS FOR APPROVAL OF

THE COR PRIOR TO THE INSTALLATION OF FORM

WORK.

2. CONTRACTOR SHALL VERIFY MOW CURB IS OUTSIDE

OF GRAVESITES PRIOR TO CONSTRUCTION.

2.1. CONTRACTOR SHALL PLACE CURBING AS CLOSE

TO EXISTING GRAVESITES AS POSSIBLE.

2.2. CONTRACTOR SHALL STAKE/FLAG GRAVESITES

ADJACENT TO CURBING PRIOR TO CONSTRUCTION.

3. CENTER LINE OF NORTHERN FENCING IS OFFSET 5"

FROM PROPERTY LINE.

23" 26" 32" 20" 25" 24" 26" 26" 28" 15" 26" 22"22"22"

A:

0+

ST

A:

0+

ST

A:

1+

ST

A:

1+

ST

A:

2+

ST

A:

2+

ST

A:

3+

ST

A:

3+

ST

A:

4+

ST

A:

4+

ST

A:

5+

ST

A:

5+

ST

A:

6+

23" 17" 24" 23" 18" 18" 19" 18" 28" 18"22"

STA:153+67

ST

A:

6+

ST

A:

7+

ST

A:

7+

ST

A:

8+

ST

A:

8+

ST

A:

9+

ST

A:

9+

ST

A:

0+

ST

A:

0+

ST

A:

1+

ST

A:

1+

ST

A:

2+

ST

A:

2+

ST

A:

3+

ST

A:

3+

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED SITE PLAN - WESTERN

ORNAMENTAL FENCING (OPTION 3)

C-412

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

STORAGE BINS

FRONT ENTRY GATE

ORNAMENTAL FENCE W/ MOW CURB

CONCRETE WALL

CHAIN LINK FENCE W/ MOW CURB

ORNAMENTAL FENCING

ASPHALT PAVING

CONCRETE PAVING

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

COMPOSITE FENCE W/ CURBING

KEYED NOTES

0 20 40

1 INCH = 20 FEET

VICINITY MAP

NOT TO SCALE

AOI

SCALE: 1"=20'

STA: 146+25 TO 153+67B5

SCALE: 1"=20'

STA: 140+00 TO 146+25B5

M

AT

C H

LI

N

E

ST

A:

+2

M

AT

C H

LI

N

E

ST

A:

+2

1. ORNAMENTAL FENCING, SEE SHEETS C-505 & C-506.

2. STANDARD MOW CURB, SEE DETAIL C5/C-507.

TREE PROTECTION NOTES:

1. EXCAVATION OR GRADING WITHIN THE DRIP LINE OF

ANY TREE MUST UTILIZE ALTERNATIVE METHODS SUCH

AS HAND DIGGING TO LOCATE ROOTS.

2. TREE PROTECTION FENCING SHALL BE INSTALLED

AROUND ALL TREES THAT HAVE A DRIP LINE WITHIN

THE LIMITS OF DISTURBANCE FOR CONSTRUCTION

ACTIVITIES OTHER THAN ASPHALT PAVING AND SHALL

EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE

DRIP LINE OF THE TREE, WHICHEVER IS GREATER.

(TYP)

3. THE CUTTING OF ROOTS GREATER THAN ONE (1) INCH

DIAMETER MUST BE APPROVED AND SUPERVISED BY A

LICENSED ARBORIST.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

TREES FROM DAMAGE BY DEMOLITION OPERATIONS.

ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS

SHALL BE REPLACED WITH A TREE OF THE SAME

SPECIES AND SIZE. IF SIZE IS NOT AVAILABLE

CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE

(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND

SHALL PROVIDE A CREDIT TO THE OWNER FOR THE

MONETARY DIFFERENCE IN VALUE.

5. SHOULD CONFLICTS BETWEEN THE PROPOSED

CURBING AND EXISTING TREES EXIST, THE

CONTRACTOR SHALL NOT INSTALL CURBING IN THE

CONFLICT AREA SEE DETAIL D2/C-502.

5.1. FOR ALL CURBING NOT INSTALLED, THE

CONTRACTOR SHALL PROVIDE THE GOVERNMENT

A CREDIT PER LINEAR FOOT NOT INSTALLED.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

36" DIA EUCALYPTUS

OFF

-S

IT

E

BU

ILD

IN

G

OFF

-S

IT

E

BU

ILD

IN

G

OFF

-S

IT

E

BU

ILD

IN

G

OFF

-S

IT

E

BU

ILD

IN

G

19"

23"

25"6"

7"

7" 6" 12"

8"

7"

14" 28" 8"

14"

14"

14"

18"

29" 23"

8"

15"

13"

6"

7"

8" 8"

7"36"

48"

7"

6"

8"

36"

8"

16"

6"

16"6"

16"

18"

24"

18"

6"

28"

14"

15" 37"

11"

21"

15"

17" 16" 12"

14" 16"

18"

16"

40"

27"24"

34"

31"

48"

23"

31"

22"

22"

36" DIA.

398 399 401 402 403

395 394 393

392 391

6 385

396 395

-3 .2

-7.0%

3.1%

-3 .0

-2 .9

-2 .9

-3 .0

-2.2%

-1.9%

-1.2% -2.1%

FG:398.40

FG:397.20

FG:398.76

FG:400.00

FG:397.11

FG:395.95

FG:395.40

FG:395.89

FG:394.86

FG:396.98

FG:398.64

FG:397.44

FG:397.74

FG:398.64

FG:398.64

FG:398.64

FG:398.86

FG:398.97

FG:398.97

FG:398.86

FG:398.86

FG:398.97

FG:398.97

FG:398.86

FG:398.97

FG:398.86

FG:398.97

FG:397.54

FG:396.22

FG:391.30

FG:389.32 FG:385.04

FG:383.96

FG:383.92FG:385.48FG:389.77

FG:391.74

FG:396.66

FG:398.48 FG:397.99

GL:383.70

GL:382.85

GL:382.72

INV:395.00

FG:397.08

5.0%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED GRADING PLAN - DUMPSTER

AND SPOILS AREA (BASE BID)

C-413

0 20 40

1 INCH = 20 FEET

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

VICINITY MAP

NOT TO SCALE

AOI

VETERAN AVE

GENERAL NOTES:

1. CONTRACTOR SHALL ALIGN THE PROPOSED ASPHALT

PAVING WITH THE EXISTING PAVING AT ALL LOCATIONS

WHERE PROPOSED PAVING MEETS EXISTING.

2. CONTRACTOR SHALL GRADE NEW CURB FOLLOWING

THE GUTTER LINE ELEVATIONS AS SHOWN.

2.1. CONTRACTOR SHALL MATCH THE EXISTING CURB

AND GUTTER PROFILE.

3. ALL DISTURBED AREAS SHALL BE RETURNED TO

EXISTING CONDITIONS AND SHALL MATCH THE

ADJACENT LANDSCAPING.

3.1. ALL TURF REPLACEMENT SHALL BE SOD.

4. CONTRACTOR SHALL GRADE BEHIND THE STORAGE

BINS TOWARD THE GRATE INLETS.

FG:396.00

GL:396.00

FINISHED GRADE

GUTTER LINE

CONTOUR MAJOR

CONTOUR MINOR

6" PERFORATED PVC

8" SOLID PVC

10" SOLID PVC

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

LEGEND AND SYMBOLS

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING ORNAMENTAL FENCING

EXISTING WALLS

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EXISTING PROPERTY LINE

EXISTING CHAIN LINK FENCING

VICINITY MAP

NOT TO SCALE

AOI

GENERAL NOTES:

1. CONTRACTOR SHALL ADHERE TO ALL STRUCTURAL

NOTES LOCATED ON THE MAINTENANCE FACILITY PLAN

SET.

2. ALL WALLS ARE CONSIDERED SHEER WALLS.

CONTOUR MAJOR

CONTOUR MINOR

ENLARGED FOUNDATION PLAN -

MATERIAL STORAGE BINS

C-414

0 5 10

1 INCH = 20 FEET

KEYED NOTES

1. CONCRETE STORAGE BIN WALLS, SEE DETAIL C2/C-510.

2. CONCRETE STORAGE BINS BACK DETAIL C5/C-510.

3. COLUMN FOOTING AT BACK WALL F3/C-510.

4. COLUMN FOOTING AT END WALLS F8/C-510.

5. 6" PERFORATED PVC.

6. AREA DRAIN, SEE DETAIL B2/C-502.

7. 10" SOLID PVC.

8. STORM WATER CLEANOUT, SEE DETAIL F9/C-502.

9. CONCRETE BOLLARD, SEE DETAIL B9/C-502.

10. EXTENT OF CONCRETE SLAB.

6" PERFORATED PVC

8" SOLID PVC

10" SOLID PVC

3.00'

2.08'

3.67'

1.50'

2.17'

1.17'

1.17'

3.84' 1.50'

2.34'

3.00'2.08'

11111

2 2 22 2

10.00' 10.00'

GENERAL NOTES:

GOVERNING CODE: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "CALIFORNIA BUILDING CODE (CBC)" 2019 EDITION, HEREAFTER REFEREED TO AS THE CBC, AS ADOPTED AND MODIFIED BY THE CITY OF LOS ANGELES, CA

TO BE THE AUTHORITY HAVING JURISDICTION (AHJ) .

REFERENCE STANDARDS: REFER TO CHAPTER 35 OF 2019 CBC. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A

CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD.

STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. USE ALL SHEETS AND SPECIFIC DETAILS

REFERENCED IN THE PLANS AS "TYPICAL" WHEREVER THEY APPLY.

COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR

TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER.

EXISTING CONDITIONS: INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENT THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY.