LANC FCA Deficiencies Bid Package Ammended Drawings - Reduced - 5 of 6.pdf

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10" 11" 12"

9"

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40"

51"

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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

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SCALE: 1"=20'

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SCALE: 1"=20'

STA: 60+50 TO 63+02E5

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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

RENG INE ER

04/21/2023

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OBSCURED AREA

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AC PAVING

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36" DIA EUC

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36" DIA.

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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"

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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"

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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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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

RENG INE ER

04/21/2023

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OFF-SITEBUILDING OFF-SITEBUILDING

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± 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"

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± 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

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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

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± 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

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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

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OBSCURED AREA

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BU

ILD

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

31"

33"

40"

26" 19" 14" 27" 29"

24"

STA:111+00

STA:111+50

ST

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350' OF

VARIABLE HEIGHT

MOW CURB

43"

15"

19"

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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

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

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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

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C H

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+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.

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

A:

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A:

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A:

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A:

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ST

A:

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A:

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

STA:153+67

ST

A:

6+

ST

A:

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ST

A:

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A:

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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

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

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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

RENG INE ER

04/21/2023

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36" DIA EUCALYPTUS

36" DIA EUC

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

RENG INE ER

04/21/2023

AutoCAD SHX Text

IRB

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IRB

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IRB

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OBSCURED AREA

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CONC

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OBSCURED AREA

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CONC

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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

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. REPORT CONDITIONS THAT CONFLICT WITH CONTRACT DOCUMENTS TO THE ARCHITECT OR ENGINEER OF RECORD. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FOR THE COR. ALL EXISTING DIMENSIONS AND INFORMATION SHALL BE FIELD VERIFIED PRIOR TO

FABRICATION AS REQUIRED TO COORDINATE WITH NEW CONSTRUCTION.

NEW CONSTRUCTION: THE CONTRACTOR SHALL REMOVE ALL INTERFERING ITEMS FROM NEW CONSTRUCTION AND SHALL REPAIR OR REPLACE ALL REMOVED ITEMS TO MATCH THE EXISTING CONDITIONS IN ACCORDANCE WITH THE DRAWINGS. NEW CONSTRICTION ELEMENTS SHALL BE DESIGNED AND INSTALLED PER CURRENT LOS ANGELES BUILDING CODE 2020, HEREAFTER REFEREED TO AS LABC AS ALLOWED BY CEBC.

MEANS, METHODS AND SAFETY REQUIREMENTS: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION RELATED TO THE INTERMEDIATE STRUCTURAL CONDITIONS (I.E. MOVEMENT OF THE STRUCTURE DUE TO MOISTURE AND THERMAL EFFECTS;

CONSTRUCTION SEQUENCING; TEMPORARY BRACING, ETC).

BRACING/SHORING DESIGN ENGINEER: THE CONTRACTOR SHALL AT THEIR DISCRETION EMPLOY A SSE, A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF ANY TEMPORARY BRACING AND SHORING THAT MAY BE NECESSARY.

DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS, PLANS/DETAILS OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISIONS OF THE COR AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT

DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE.

SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE COR BEFORE PROCEEDING

WITH THE WORK.

SUBMITTALS

SUBMIT FOR REVIEW: SUBMITTALS OF SHOP DRAWINGS, PRODUCT DATA ARE REQUIRED FOR ITEMS NOTED INT HE INDIVIDUAL

MATERIALS SECTION AND FOR BIDDER DESIGNED ELEMENTS.

SUBMITTAL REVIEW PERIOD: SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF TWO WEEKS FOR REVIEW BY

THE ARCHITECT/ENGINEER PRIOR TO THE ONSET OF FABRICATION.

GENERAL CONTRACTOR'S PRIOR REVIEW: PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER, THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE SER, AND THEREFORE MUST BE VERIFIED BY THE GENERAL CONTRACTOR. CONTRACTOR SHALL PROVIDE ANY NECESSARY DIMENSIONAL DETAIL REQUESTED BY THE DETAILER AND PROVIDE THE CONTRACTOR'S REVIEW STAMP AND SIGNATURE

BEFORE FORWARDING TO THE ARCHITECT/ENGINEER.

SHOP DRAWING REVIEW: ONCE THE CONTRACTOR HAS COMPLETED HIS REVIEW, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS OF THE BUILDING.

DEFERRED SUBMITTALS

BIDDER-DESIGNED ELEMENTS: SUBMIT "BIDDER DESIGNED" DEFERRED SUBMITTALS TO THE ARCHITECT/ENGINEER FOR REVIEW. THE DEFERRED SUBMITTALS SHALL ALSO BE SUBMITTED TO THE CITY FOR APPROVAL, IF REQUIRED BY THE CITY.

DESIGN OF PREFABRICATED, "BIDDER DESIGNED", MANUFACTURED,PRE-ENGINEERED, OR OTHER FABRICATED PRODUCTS

SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:

1. DESIGN CONSIDERS TRIBUTARY DEAD, LIVE, WIND AND EARTHQUAKE LOADS IN COMBINATION REQUIRED BY CBC.

2. DESIGN WITHIN THE DEFLECTION LIMITS NOTED HEREIN AND AS SPECIFIED OR REFERENCED IN THE CBC.

3. DESIGN SHALL CONFORM TO THE SPECIFICATIONS AND REFERENCE STANDARDS OF THE GOVERNING CODE.

4. SUBMITTAL SHALL INCLUDE BUT NOT LIMITED TO:

4.1. CALCULATION PREPARED, STAMPED AND SIGNED BY THE SSE DEMONSTRATING CODE CONFORMANCE.

4.2. ENGINEERED COMPONENT DESIGN DRAWINGS ARE PREPARED, STAMPED AND SIGNED BY THE SSE.

4.3. PRODUCT DATA, TECHNICAL INFORMATION AND MANUFACTURER'S WRITTEN REQUIREMENTS AND AGENCY

APPROVALS AS APPLICABLE

4.4. SSE MAY SUBMIT TOT HE ARCHITECT/ENGINEER A REQUEST TO UTILIZE RELEVANT ALTERNATE DESIGN CRITERIA OF

SIMILAR NATURE AND GENERALLY EQUIVALENCY WHICH IS RECOGNIZED BY THE CODE AND ACCEPTABLE TO THE

AUTHORITY HAVING JURISDICTION. SUBMIT ADEQUATE DOCUMENTATION OF DESIGN.

INSPECTIONS, QUALITY ASSURANCE VERIFICATIONS AND TEST REQUIREMENTS

INSPECTIONS: FOUNDATIONS, FOOTINGS AND FRAMING ARE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH CBC 110.3. CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL.

STRUCTURAL OBSERVATION: PER CBC SECTION 1704.6.

SOILS AND FOUNDATIONS

REFERENCE STANDARDS: CONFORM TO CBC CHAPTER 18 "SOILS AND FOUNDATIONS"

GEOTECHNICAL SUBGRADE INSPECTION: THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL SUBGRADES AND PREPARE SOIL BEARING SURFACES PRIOR TO PLACEMENT OF FOUNDATION REINFORCING STEEL AND CONCRETE. GEOTECHNICAL ENGINEERS SHALL PROVIDE A LETTER TO THE COR STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE

FOUNDATION BEARING PRESSURE" SHOWN BELOW.

DESIGN SOIL VALUES:

· ALLOWABLE FOUNDATION ON BEARING PRESSURE - 2500 PSF

· ACTIVE LATERAL PRESSURE - 40 PSF/FT

· AT-REST LATERAL PRESSURE - 60 PSF/FT

· PASSIVE LATERAL PRESSURE - 375 PSF/FT

· SURCHARGE PRESSURE (X SURCHARGE LOAD) - 0.31 PSF/FT

· COEFFICIENT OF SLIDING FRICTION - 0.30

FOUNDATIONS AND FOOTINGS: FOUNDATIONS SHALL BEAR ON COMPACTED STRUCTUR FILL. FOOTINGS SHALL NOT BEAR LESS THAN 18" BELOW FINISHED GRADE. SEE SPECIFICATION 30 20 00 FOR COMPACTION REQUIREMENTS.

CAST-IN-PLACE CONCRETE

REFERENCE STANDARDS: REFER TO SPECIFICATIONS

FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP-15 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI AND ASTM REFERENCES".

CONCRETE MIXTURES: CONFORM TO ACI 301 SECTION 4 "CONCRETE MIXTURES" AND CBC SECTION 1904.1.

MATERIALS: CONFORM TO ACI 301 SECTION 4.2.1 "MATERIALS" FOR REQUIREMENTS FOR CEMENTATIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES.

TABLE OF MIX DESIGN REQUIREMENTS:

DEFLECTIONLIMITS FOR SSE/BIDDER DESIGNED ELEMENTS

VERTICAL LIMIT

ROOF MEMBERS, DEAD + LIVE OR SNOW OR WIND, TOTAL LOAD (TL)

DEFLECTION

L/360, WHERE (L IS SPAN LENGTH,

INCHES)

ROOF, LIVE OR SNOW OR WIND LOAD (RLL) L/360

MEMBER TYPE/ LOCATION

STRENGTH

F'c (PSI)

TEST

AGE

(DAYS)

NMINAL

MAXIMUM

AGGREGATE

EXPOSURE

CLASS

MAX

W/C

RATIO

AIR

CONTENT

FOUNDATIONS & WALL STEMS 4000 28 1" - .45 -

EXTERIOR SLABS ON GRADE 4000 28 1" - .45 5%

EXPOSED SHEAR WALLS 4000 28 3/4" - .45 -

FORMWORK AND SHORING: CONFORM TO ACI 301 SECTION 2 "FORMWORK AND FORM ACCESSORIES".

MEASURING, MIXING AND DELIVERY: CONFORM TO ACI 301 SECTION 4.3.

HANDLING, PLACING, CONSTRUCTING AND CURING: CONFORM TO ACI 301 SECTION 5.

EMBEDDED ITEMS: POSITION ND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER

STRUCTURAL AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR

SHALL REFER TO PLANS FOR ALL EMBEDDED ITEMS.

MODULUS OF ELASTICITY TESTING AND ACCEPTANCE: OBTAIN SAMPLES AND CONDUCT TEST OF MIX DESIGN SPECIFIED IN ACCORDANCE WITH ACI 318 SECTION 19.2.2, ACI 318 R19.2.2, ACI 301 SECTION

1.6.3.2, ASTM C42 AND ASTM C469.

STRENGTH TESTING AND ACCEPTANCE:

TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SECTION 1.6.3.2.

ADDITIONAL SAMPLES AMY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT ALTERNATE INTERVALS

THAN SHOWN BELOW.

· CURE 4 CYLINDERS FOR 28-DAY TEST AGE. TEST 1 CYLINDER AT 7 DAYS, TEST 2 CYLINDERS AT 28

DAYS AND HOLD 1 CYLINDER IN RESERVE FOR USE AS THE ENGINEER DIRECTS.

· THE NUMBER OF CYLINDERS INDICATED ABOVE REFERENCE 6"X12" CYLINDERS.

ACCEPTANCE: STRENGTH IS SATISFACTORY WHEN:

· THE AVERAGES OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED

STRENGTH.

· NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI.

·· A TEST FOR ACCEPTANCE IS THE AVERAGE STRENGTH OF TWO CYLINDERS TESTED AT THE

SPECIFIED TEST AGE.

CONCRETE REINFORCEMETN

MATERIALS:

· REINFORCING BARS - ASTM A615, GRADE 60, DEFORMED BARS. ASTM A706, GRADE 60, DEFORMED

BARS

· BAR SUPPORTS - CRSI MSP-09, CHAPTER 3 "BAR SUPPORTS"

FABRICATION: CONFORM TO ACI 301, SECTION 3.2.2 "FABRICATION, AND ACI SP-66 "ACI DETAILING

MANUAL".

EARTHQUAKE REQUIREMENTS: LONGITUDINAL BARS IN SHEAR WALLS SHALL CONFORM TO ASTM A7006, GRADE 60.

PLACING: CONFROM TO ACI 301 SECTION 3.3.2 "PLACING". PLACING TOLERANCES SHALL CONFORM TO

ACI 117.

CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS UNLESS OTHERWISE NOTED

IN PLANS:

· CONCRETE AGAINST EARTH - 3"

· CONCRETE EXPOSED TO EARTH OR WEATHER - 2"

· BARS IN SLABS - 34"

· BARS IN WALLS - 34"

FIELD BENDING: CONFORM TO ACI 301 SECTION 3.3.2.8 "FIELD BENDING OR STRAIGHTENING". BAR SIZED #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. SUBSEQUENT BENDS AND OTHER BAR SIZES

REQUIRE PREHEATING. DO NOT TWIST BARS. BARS SHALL BOT BE BENT PAST 45 DEGREES.

BOLLARD

CLEANOUT

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

AREA DRAIN

18.00'

18.67'

22'

94'

AutoCAD SHX Text M

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HERE

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HERE

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WAIT

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ONLY

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ONLY

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AutoCAD SHX Text 399.94

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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

DETAILS - SITE

C-501

SCALE: NTS

ROADWAY CROSS SECTIONB2

12" SCARIFY AND COMPACT

SUBGRADE PER

SPECIFICATIONS

2" SURFACE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

10" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

1/4" RADIUS AT

EDGES

CONCRETE PAVING PER SPECIFICATION 32 05

23. MEDIUM BROOM FINISH.

4"

5"

4"

SCALE: NTS

CONCRETE PAVEMENTB5

EXPANSION JOINT FILLER

WITH SEALANT

GENERAL NOTES:

1. JOINT SHALL BE SAW CUT TO MATCH

EXISTING.

2. MAXIMUM JOINT SPACING SHALL BE 10' O.C.

3. JOINT DEPTH TO BE 1/4 OF PAVEMENT

THICKNESS

SCALE: NTS

CONTRACTION JOINTC2

SCALE: NTS

EXPANSION JOINTF2

#4 REBAR

CONTINUOUS

PAINT AND GREASE

END OF DOWELS

SMOOTH DOWEL 58" DIA.

5" 5"

JOINT

GENERAL NOTES:

1. INSTALL MASON SAND ON TOP OF SEALANT

BEFORE SEALANT CURES.

2. ALL EXPANSION JOINTS ARE TO HAVE A 1/4"

TOOLED RADIUS.

#4 REBAR @ 12" O.C. EACH WAY

AND MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED

SEALANT IS TO BE ROUNDED AS SHOWN

CONCRETE

PAVEMENT

12" SCARIFY AND COMPACT SUBGRADE PER

SPECIFICATIONS

1/4" R

4" COMPACTED AGGREGATE BASE

PER SPECIFICATIONS

CONCRETE PAVING PER

SPECIFICATION 32 05 23. SEE

HEAVY BROOM FINISH.

4"

SCALE: NTS

CANAL CONCRETE BASEB9

12" SCARIFY AND COMPACT

SUBGRADE OR ENGINEERED

FILL PER SPECIFICATIONS

4" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

4"

CONCRETE SHALL BE SLOPED AT

1% TO THE CENTER LINE OF THE

CANAL TO PREVENT PONDING.

2" BASE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

TACK COAT

BETWEEN LIFTS

PRIME COAT

MATCH EX.

MATCH EX.

MATCH EX.

10"

EX. PAVING

COMPACTED

SUBGRADE PER

SPECIFICATIONS

FINISHED GRADE

MATCH EX

SCALE: NTS

CURB AND GUTTERD9

1/4" R

4" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

CONCRETE PER

SPECIFICATION 32 05 23

GENERAL NOTES:

1. TWO ROWS OF #4 BARS

CENTERED AS SHOWN.

2. EXPANSION JOINTS SHALL BE

PLACED AT ALL LOCATIONS

WHERE NEW MEETS EXISTING

W/ TWO DOWELS.

SCALE: NTS

CONSTRUCTION JOINTF9

PAINT AND GREASE

END OF DOWELS

SMOOTH DOWEL 58" DIA.

5" 5"

GENERAL NOTES:

1. ALL CONSTRUCTION

JOINTS ARE TO HAVE A

1/4" TOOLED RADIUS.

1/4" R

1 1/2"

BRICK PAVERS, INCA RED FLASHED.

AVAILABLE FROM ACME BRICK CO.

MATCH EXISTING

2" EXPANSION JOINT WITH

JOINT FILLER AND SEALANT

4" COMPACTED AGGREGATE BASE

PER SPECIFICATIONS

4" CONCRETE PAVING WITH ROUGHENED SURFACE

TO PLACE MORTAR PER SPECIFICATIONS

COMPACTED SUBGRADE

PER SPECIFICATIONS

1" MODIFIED LATEX

MORTAR BED

GENERAL NOTES:

1. TRUE 4" X 8" X 2-1/4" BRICK

PAVER AVAILABLE FROM ACME

BRICK COMPANY.

1.1. COLOR: INCA RED FLASHED

1.2. PATTERN: HERRINGBONE &

SAILOR COURSE

2. 1/2" EXPANSION JOINT WITH

BACKER ROD AND JOINT

SEALANT, TYP BETWEEN

SIDEWALK AND CONC CURB.

PROVIDE EXPANSION JOINT

FILLER, BACKER ROD, AND

SEALANT TO MATCH MORTAR

JOINT COLOR.

8" JOINT

SCALE: NTS

BRICK PAVERS AT WALKWAYE5

10"

10"X10" THICKENED EDGE W/

(2) #4 BAR CONTINUOUS

10"

#4 @ 12" O.C. TO MATCH SLAB

REINFORCEMENT

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1/2"

AutoCAD SHX Text C

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3. CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER PER DETAIL D9 THIS SHEET

12"

6"

FINISHED GRADE (CEMETERY)

TOP OF CURB, MEDIUM

BROOM FINISH

SCALE: NTS

LANDSCAPE CURBINGF2

2 ROWS OF CONTINUOUS #4 REBAR

4 " RADIUS TYP.

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

DETAILS - SITE

C-502

1'-5"

PILASTER

BOTTOM TIER

TOP OF CURB

SCALE: NTS

CURB ELEVATIONS AT PILASTERB6

GENERAL NOTES:

1. TOP OF CURB SHALL

BE PLACED 1'-5" BELOW

THE BOTTOM TIER OF

PILASTER.

GENERAL NOTES:

1. EXPANSION JOINTS SHALL BE PLACED AT 50' INTERVALS O.C.

2. CONTROL JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

3. EXPANSION JOINT WITH 2 DOWELS SHALL BE PLACED AT ALL

LOCATIONS WHERE NEW WORK MEETS EXISTING.

EXPANSION

JOINT TYP.

3'

2' 6"

CONCRETE FOOTING

12" DIAMETER

GALVANIZED STEEL PIPE - PAINTED YELLOW

6" ROUND CONCRETE FILLED

6"

6" GALVANIZED STEEL CAP

PAINTED YELLOW

SCALE: NTS

CONCRETE BOLLARDB9

GENERAL NOTES:

1. EXPANSION JOINTS SHALL BE

PLACED AROUND THE BASE OF

EACH BOLLARD.

2. REBAR IN CONCRETE PAVEMENT

SHALL BE SET BACK A MINIMUM

OF 3" FROM BOLLARD

PENETRATION.

3. BOLLARD SHALL BE LOCATED 8"

AWAY FROM AND CENTERED ON

CMU WALL.

EXPANSION JOINT TYP.

12" MIN.

PLAN

S

A

A

GENERAL NOTES

1. PIPE AND FITTINGS,

EXCEPT AS

OTHERWISE

SHOWN, SHALL BE

PVC PLASTIC PIPE

2. THE ACCESS

FRAME, COVER AND

CAP SHALL BE CAST

IRON. THE FINGER

HOLES MAY BE

DRILLED OUT OR

MAY BE BLOCKED

OUT PRIOR TO

CASTING; THEY

SHALL NOT BE

PUNCHED OUT.

4" COVER

FRAME

CONCRETE

COLLAR MAY BE

SQUARE OR

CIRCULAR

RISER SHALL BE

4" SOLID PVC

DIAMETER

INSTALL CAP AND GLUE IF

TERMINAL CLEANOUTS.

INSTALL PIPE IF IN-LINE

CLEANOUTS.

INVERT ELEVATION PER PLAN

FINISH GRADE

THREAD SHIELD

REMOVABLE AFTER SLAB

IS POURED

WYE

SPECIFIED PIPE PER PLAN

SCALE: NTS

CLEAN OUT DETAILF9

CONCRETE COLLAR W/ 12"

DIAMETER AND 8" THICK WITH

2" RADIUS

8" MIN.

12" MIN.

6"

MIN.

6"

MIN.

DIAMETER

3"

MIN.

12"

PIPE

EMBEDMENT

GENERAL NOTES:

1. EXCAVATE FOR BELLS OR HUBS SO FULL LOAD IS CARRIED BY PIPE

BARRELS.

SHAPE TO FIT BELL AND HUB, AND THOROUGHLY

COMPACT UNDER PIPE. SEE NOTE I.

EXCAVATE TO UNDISTURBED

TRENCH BED. REPLACE WITH

BEDDING. PER

SPECIFICATION 31 20 00.

COMPACTED BEDDING PER SPECIFICATION 31 20 00

COMPACTED BEDDING PER SPECIFICATION 31 20 00

ENGINEERED FILL PER

SPECIFICATION 31 20 00

FINISHED GRADE OR PAVEMENT

SCALE: NTS

UTILITY TRENCHF5

2' MINIMUM

WARNING TAPE PER SPECIFICATION

33 10 00 & 33 40 00

2'

3'-0" MIN.

4"

6" PVC

SLOPED TO MATCH

SURROUNDING GRADE

SCALE: NTS

TAPERED END SECTIONC6

1'-6" MIN.

6" MIN.

COMPACTED

SUBGRADE PER

SPECIFICATIONS

COMPACTION ELEVATION

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

MODEL NO.ITEM DESCRIPTIONTYPESIZE

BEE HIVE 0010644EJCO17 1/2" DIA.

HIVE TOP

ROUND CONCRETE PAD

PIPE SIZE TO MATCH PLANS

GALVANIZED CAST IRON BODY

AND GRATE AREA DRAIN.

5 1/8" 3"

SCALE: NTS

AREA DRAINB2

2" TYP.

HARD TROWEL FINISH

4.0' 4.0'

CURBING

OBSTRUCTION (TREE

OR ROOT)

SCALE: NTS

CURBING OBSTRUCTIOND2

AutoCAD SHX Text 12"

5"

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

DETAILS - SIGNAGE

C-503

NTS

STREET NAME SIGN POSTB9

7-1/2"

5-1/2" 1"

1"

4'-0"

3"

9"

ELEVATION VIEW

1"

1" CHAMFER TYP.

RECESSED AREA, HEIGHT:

3'-0", DEPTH: 38", WIDTH: 4"

TOP VIEWFOUNDATION, SEE

DETAIL D4 THIS

SHEET.

PRE CAST CONCRETE POST. SEE

SPECIFICATION SECTION 09 06 00

FOR COLOR

TEXT HEIGHT (2-1/2")

Street N am e

NTS

STREET SIGN PANELF2

3-3/4" PANEL

NOTES:

1. SIGN TYPE: NC-06.01-c2

2. TEXT COLOR: B7 WHITE, MP32071, SEE SPEC

09 06 00 SCHEDULE OF FINISHES

3. TEXT FONT: OPTIMA BOLD, UPPER AND

LOWER CASE

4. PANEL COLOR: POWDER COATED B1 DARK

BROWN ANODIZED, MP2019, SEE SPEC 09 06

00 SCHEDULE OF FINISHES

PLAN VIEW

ELEVATION

SUBGRADE

4,000 PSI PRECAST CONCRETE

POST, COLOR TO MATCH EXISTING

COLORED CONCRETE ON SITE,

SEE SPECIFICATION SECTION 09

06 00

ALUMINUM SIGN PANEL

FOR SECTION MARKER

3/16" X 1-1/4" ANCHOR BOLT

FASTENER TWO PER PANEL

(NON-REMOVABLE HEAD)

3 #3 EQUALLY SPACED (GALV.)

1" CHAMFERED EDGE AT

TOP PYLON

PRE CAST

CONCRETE COLLAR

EXP. JT. ALL AROUND

FINISH GRADE

3# BAR AS SHOWN

EACH WAY

POST

SEALANT BETWEEN

POST AND COLLAR. TO

FLOAT ON GRAVEL BASE.

2" CHAMFER -4 SIDES.

TOP ONLY

4,000 PSI PRE CAST

CONCRETE COLLAR, COLOR

TO MATCH EXISTING

COLORED CONCRETE ON-SITE

NTS

SIGN COLLARF1

2'-0"

1'-0"

7-1/2"

7-1/2"