231030 LANC 898-036 FCA Bid Docs 4 of 5.pdf

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-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

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

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"

3"

1"

7-1/2"

1"

8"

3-3/4"

4"

7-1/2"

8"

8"

1"

7-1/2"

1"

2'-6"

2'-0"

EQ

6"6"

EQ

COLLAR, SEE DETAIL F1

THIS SHEET.

COMPACT SUBGRADE BELOW

COLLAR TO 92% MODIFIED

PROCTOR MAXIMUM DRY DENSITY.

PRECAST CONCRETE POST.

NOTE:

1. ALL POSTS HAVE

RECESSES ON FOUR SIDES

2. INSTALL DRAIN ROCK IN 8"

LIFTS AND TAMP.

NTS

SIGN POST FOUNDATIONF7

3"

8-1/2"

1" x1" ALUMINUM TUBE 11

GAUGE WITH MITERED

CORNERS. WELD AND GRIND

SMOOTH PAINT ALL EXPOSED

SURFACES TO MATCH SIGN

PANEL.

16" DIA. x 3" STAINLESS STEEL BOLT

AND SHIELD

3 #3 EQUALLY SPACED (GALV.)

1" CHAMFERED EDGE AT TOP

PYLON

7-1/2"

1"

8"

4"

7-1/2"

8"

1"

NTS

SIGN POST SECTION & PANEL ATTACHMENTF9

8" THICK ALUMINUM SIGN PANEL

WELD TO FRAME PAINT ALL EXPOSED

SURFACES; SEE DETAIL D8

3/8"

3/8"

STREET NAME SIGN POST

3'-0"

4,000 PSI PRECAST

CONCRETE POST, COLOR TO

MATCH EXISTING COLORED

CONCRETE ON SITE, SEE

SPECIFICATION SECTION 09

06 00

TEXT HEIGHT (2 1/2")

SEC

TIO

N

NTS

SECTION MARKER SIGN PANELF5

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

6 3/4"

3"

4' - 0"

9"

3' - 0"

RECESS

AREA

2.00'

SIGN PANEL

4' - 0" SIGN PANEL

4' - 7 12"

ALUMINUM SIGN PANEL WELDED

TO CONTINUOUS SQUARE

TUBULAR FRAME; SEE

SPECIFICATIONS FOR COLOR &

FINISH

OPTIMA BOLD TYPE FACE,

INITIAL CAP AND LOWER

CASE.

FINISHED GRADE

COLLAR, SEE DETAIL F1 THIS SHEET.

SIGN POST FOUNDATION,

SEE DETAIL F7 THIS

SHEET.

NTS

CEMETERY MAPB3

NTS

FACE MOUNTED SIGN PANEL & POSTD9

COLLAR, SEE DETAIL F1 THIS SHEET.

7 12"

3/8" RECESS,

TYP. (3) SIDES

7 12"

1/8" ALUMINUM SIGN PANEL

WELDED TO FRAME; CONTINUOUS

WELDS GROUND SMOOTH

3/16"Ø X 3" SS BOLT &

EXPANSION SHIELD

SS WASHER, TYP.

1" SQ. TUBULAR ALUMINUM FRAME (1/8"

WALL THICKNESS), CORNERS MITERED,

WELDED AND GROUND SMOOTH

NEOPRENE WASHER, TYP.

CONTINUOUS WELD, GROUND SMOOTH

FIELD DRILLED HOLE

EXPANSION SHIELD

16"

NTS

SIDE MOUNTED SIGN PANEL AND POSTD6

NTS

REGULATORY SIGN PANELSD4

NOTES:

1. SIGN TYPE: NC-03.02-A-c2

2. TEXT COLOR: SEE SPEC 09 06 00 SCHEDULE OF FINISHES

3. PANEL BACKGROUND COLOR: POWDER COATED B1 DARK BROWN

ANODIZED, MP20190, SEE SPEC 09 06 SCHEDULE OF FINISHES

4. GRAPHIC: SURFACE APPLIED VINYL

5. GRAPHIC COLORS: SEE SPEC. 09 06 00 SCHEDULE OF FINISHES

C1A C1B

1'-0"

3"

3"

1'-0" 3"3" 1'-6"

EQEQ

1-1/2" 3"

3"

6-1/2"

EQEQ

1'-6"

Speed Limit

NOTES:

1. CONTRACTOR SHALL USE THE EXISTING

CEMETERY MAP AS A TEMPLATE FOR

NEW SIGN PANEL.

2. CONTRACTOR SHALL PROVIDE A FULL

SIZED PAPER SAMPLE MAP TO THE COR

AND CEMETERY FOR APPROVAL BY THE

COR.

3. SIGN SHALL BE DOUBLE SIDED WITH A

MAP ON BOTH SIDES.

DRAINAGE FILL WRAPPED IN

8 OZ NON WOVEN FILTER

FABRIC.

NTS

ATTENTION VISITORS SIGN PANELE4

NOTES:

1. CONTRACTOR SHALL MATCH EXISTING

TEXT.

2. TEXT COLOR: SEE SPEC 09 06 00

SCHEDULE OF FINISHES

3. PANEL BACKGROUND COLOR: POWDER

COATED B1 DARK BROWN ANODIZED,

MP20190, SEE SPEC 09 06 SCHEDULE OF

FINISHES

4. GRAPHIC: SURFACE APPLIED VINYL

5. GRAPHIC COLORS: SEE SPEC. 09 06 00

SCHEDULE OF FINISHES

1'-6"

1'-6"

Attention Visitors

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

DETAILS - CHAIN LINK & COMPOSITE

FENCING

C-504

12"

DIA.

0.5'

10'-0" MAX. POST SPACING

3'-6" TYP.

12" DIA.

8'

6' OR 8'

3'-6"

TYP.

2 1/2" POST WITH CAP,

TYP.

ANTI-CLIMB TOP

(TWISTED SELVEDGE)

2" TOP RAIL

WIRE TIES, TYP.

STRETCHER BAR, TYP.

STRETCHER BAR BANDS, TYP.

2" BOTTOM RAIL

FINISH GRADE

CONCRETE FOOTING, TYP.

3" END AND

CORNER POST

PRE-WOVEN BLACK DOUBLE WALL PRIVACY

SLATS INTO BLACK VINYL COATED CHAIN LINK

FABRIC. 3-1/2" x 5", 9 GA. - WHEN STRETCHED

FABRIC SHALL PROVIDE 95%-98% PRIVACY

CROSS RAIL, TYP.

POST, TYP.

BOTTOM RAIL

FINISH GRADE

CONCRETE FOOTING, TYP.

GATE HARDWARE,

TYP.

ANTI-CLIMB TOP (TWISTED SELVEDGE)

FENCE POST FOOTING

FENCE POST FOOTING

PRE-WOVEN BLACK DOUBLE WALL PRIVACY

SLATS INTO BLACK VINYL COATED CHAIN LINK

FABRIC. 3-1/2" x 5", 9 GA. - WHEN STRETCHED

FABRIC SHALL PROVIDE 95%-98% PRIVACY

GATE LOCK

8'

SCALE: NTS

TYPICAL CHAIN LINK FENCE SEGMENTB2

SCALE: NTS

CHAIN LINK GATED2

GENERAL FENCING NOTES:

1. CONTRACTOR TO SUBMIT SHOP

DRAWINGS FOR APPROVAL PRIOR TO

ORDERING AND MANUFACTURING OF

PRODUCT; SEE SPECIFICATIONS FOR

SHOP DRAWING REQUIREMENTS.

2. ALL FENCE POSTS, RAILS, TENSION BARS

AND ACCESSORIES TO HAVE A POWDER

COAT BLACK FINISH. ALL OTHER FENCE

COMPONENTS TO BE VINYL COATED

BLACK; SEE SPECIFICATIONS.

3. ALL GATE COMPONENTS TO HAVE A

POWDER COAT BLACK FINISH; SEE

SPECIFICATIONS.

MOW CURB W/

HARD TROWEL

FINISH. SEE SITE

PLAN.

2" MAX.

ALL CONCRETE

EDGES TO HAVE

1/2" RADIUS

WIDTH VARIES

8OZ NON-WOVEN

FILTER FABRIC4" #57 STONE COMPACTED

TO 90% MODIFIED PROCTOR

CONTRACTOR TO REMOVE ORGANICS

PRIOR TO THE INSTALLATION OF FILTER

FABRIC

4"X4" MOW CURB

EXISTING CONCRETE PAD

SCALE: NTS

AGGREGATE BASEF2

GENERAL NOTES:

1. CONTRACTOR TO SUBMIT SHOP

DRAWINGS FOR APPROVAL

PRIOR TO ORDERING AND

MANUFACTURING OF PRODUCT;

SEE SPECIFICATIONS FOR SHOP

DRAWING REQUIREMENTS.

2. ALL FENCE COMPONENTS TO

HAVE A POWDER COAT BLACK

FINISH; SEE SPECIFICATIONS.

3. ALL EXPOSED CONCRETE

SURFACES TO BE TREATED

WITH ANTI-GRAFFITI COATING;

SEE SPECIFICATIONS.

FOOTING TO

SLOPE AWAY

FROM POST

WITH 12" RADIUS

EDGES

MOW CURB W/

HARD TROWEL

FINISH. SEE SITE

PLAN.

GENERAL NOTES:

1. VARIABLE HEIGHT MOW CURB SHALL BE

UTILIZED WHEN GRADES BENEATH THE

FENCE HAVE A SLOPE GREATER THAN 3:1

OR MORE THAN 3" OF CURB IS EXPOSED.

2. FINISHED GRADE ON BOTH SIDES OF MOW

CURB SHALL BE RE-GRADED AS REQUIRED

TO ACHIEVE GRADES LESS THAN 3:1.

3. EXPANSION JOINTS SHALL BE PLACED AT

50' INTERVALS O.C.

4. CONTROL JOINTS CONSISTING OF 1" DEEP

SCORES SHALL BE PLACED AT 10'

INTERVALS O.C.

5. FENCE POST SLEEVE MUST BE A MINIMUM

OF 42" OR TO THE BOTTOM OF THE CURB

WHICHEVER IS GREATER.

6. IF RETAINING CURB IS SHORTER THAN 42"

THE SLEEVE MUST EXTEND THE FULL 42"

AND BE EMBEDDED IN A 12" DIAMETER

CONCRETE FOOTING.

8' MINIMUM

8' O.C. MAX SPACING

4' MINIMUM SPACING 3" DOME CAP

2 1/2" POST WITH CAP

SCALE: NTS

BOARD ON BOARD COMPOSITE FENCINGC7

MOW/RETAINING

CURBING, SEE

SITE PLANS

12"

DIA.

6"3'-6"

1 12"

GENERAL NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

2. ALL CHANGES IN ELEVATION SHALL BE MADE AT POST LOCATIONS.

3. ALL EXPOSED METAL COMPONENTS SHALL BE POWDER COATED BLACK

PER SPECIFICATIONS.

4. CONTRACTOR SHALL PROVIDE THE MANUFACTURERS FULL COLOR

PALETTE FOR COMPOSITE BOARDS 90 DAYS PRIOR TO CONSTRUCTION.

COLOR SHALL BE APPROVED IN WRITING BY THE COR PRIOR TO

INSTALLATION.

5. ALL FASTENERS SHALL BE PER MANUFACTURERS SPECIFICATIONS.

6. CONTRACTOR SHALL PROVIDE SCHEMATIC DRAWINGS 60 DAYS PRIOR

TO INSTALLATION AND MUST BE APPROVED BY THE COR PRIOR TO

INSTALLATION.

7. CONTRACTOR SHALL PROVIDE THE CEMETERY WITH AN ADDITIONAL

100 FENCE PANELS, 10 TOP CAPS AND 25 RAILS FOR FUTURE REPAIRS.

6" X 12" X 96" SQUARE BOARD

SCALE: NTS

REPRESENTATIVE IMAGEF7

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

10' FENCE SHALL HAVE MIDRAIL

3 12" X 1 12" RAIL WITH

GALVANIZED CHANNEL

(TYP.)

STANDARD BRACKET FOR

ROUND GALVANIZED PIPE.

(TYP.)

C7 C-504

STANDARD BRACKET FOR

ROUND GALVANIZED PIPE.

(TYP.)

2 1/2" POST WITH CAP

3 12" X 1 12" RAIL WITH

GALVANIZED CHANNEL

(TYP.)

3"

6" X 1" X 96" TOP CAP

6" X 1" X 96" TOP CAP

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 - ORNAMENTAL FENCING

C-505

7"

3"

6'-4"

8"

4 7/8" TYP.

3" SQUARE FENCE POST

1" SQUARE PICKET

2" SQUARE FENCE RAIL

EXISTING TOP OF CONCRETE WALL

FENCE POST RAIL BRACKET

SCALE: NTS

ORNAMENTAL FENCING AT WILSHIRE BLVDB5

10' - 3" MAX. PANEL WIDTH W/

EQ. SPACING BETWEEN

COLUMNS & POSTS

1'-1"

1" MIN.

4" MAX.

3" IDEAL

7'-9"

8"

4 7/8" TYP.

3" SQUARE FENCE POST

1" SMASHED POINT SQUARE PICKET

2" SQUARE FENCE RAIL

MOW/RETAINING

CURB, SEE SITE

PLANS

FENCE POST RAIL BRACKET

6'-0"

5'-1"

SCALE: NTS

ORNAMENTAL FENCING W/ EXISTING COLUMNSB2

12"

DIA.

CONCRETE FOOTING, TYP.

6"

3'-6"

1" SMASHED POINT

SQUARE PICKET TYP.

2" SQUARE FENCE RAIL

12"

DIA.

6"

3'-6"

GATE LOCK ASSEMBLY

3" SQUARE FENCE POST W/ PYRAMID CAP

1" SMASHED POINT SQUARE PICKET

2" SQUARE FENCE RAIL

MOW/RETAINING

CURB. SEE SITE

PLANS

FENCE POST RAIL BRACKET

12"

DIA.

CONCRETE FOOTING, TYP.

6"

3'-6"

10' - 6" MAX.

(EQ. SPACING)

SCALE: NTS

TYPICAL ORNAMENTAL FENCING SEGMENTF2

SCALE: NTS

ORNAMENTAL ENTRY GATEB9

2" SQUARE FENCE RAIL

STANDARD MOW

CURB

18"

DIA.

6"

4'-6"

18'-0"

1"

8'-11 1/4"

3" SQUARE FENCE POST

W/ PYRAMID CAP TYP.

4'-0"

GATE LOCK ASSEMBLY

4'-0"

1"

11"

11"

CANE BOLT ASSEMBLY

GENERAL NOTES:

1. CONTRACTOR TO SUBMIT SHOP

DRAWINGS FOR APPROVAL

PRIOR TO ORDERING AND

MANUFACTURING OF PRODUCT;

SEE SPECIFICATIONS FOR SHOP

DRAWING REQUIREMENTS.

2. ALL FENCE COMPONENTS TO

HAVE A POWDER COAT BLACK

FINISH; SEE SPECIFICATIONS.

3. ALL EXPOSED CONCRETE

SURFACES TO BE TREATED

WITH ANTI-GRAFFITI COATING;

SEE SPECIFICATIONS.

10' - 3" MAX. PANEL WIDTH W/

EQ. SPACING BETWEEN

COLUMNS & POSTS

FENCE POST RAIL BRACKET

1/4" TYP.

SCALE: NTS

ORNAMENTAL ACCESS GATEF8

3" SQUARE FENCE POST W/ PYRAMID CAP

3" SQUARE FENCE POST W/ PYRAMID CAP

3" SQUARE FENCE POST W/ PYRAMID CAP

EXPANSION

JOINT EXPANSION

JOINT

EXPANSION

JOINT

5" MAX. TYP.

5" MAX. TYP.

5" MAX. TYP.

CONTRACTOR SHALL PROVIDE

INFILL PICKETS SHOULD ANY

GAP EXCEED 5".

CONTRACTOR SHALL PROVIDE

ATTACHMENT DETAIL TO COR

PRIOR TO INSTALLATION

MOUNTING BRACKET

7"

3"

6'-4"

8"

5'-1"

FENCE POST

RAIL BRACKET

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

1" MIN.

4" MAX.

3" IDEAL

1" MIN.

4" MAX.

3" IDEAL

CONTRACTOR SHALL PROVIDE

INFILL PICKETS SHOULD ANY

GAP EXCEED 5".

CONTRACTOR SHALL PROVIDE

ATTACHMENT DETAIL TO COR

PRIOR TO INSTALLATION

CONTRACTOR SHALL PROVIDE

INFILL PICKETS SHOULD ANY

GAP EXCEED 5".

CONTRACTOR SHALL PROVIDE

ATTACHMENT DETAIL TO COR

PRIOR TO INSTALLATION

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 - ORNAMENTAL FENCING

C-506

WELD BOTH SIDES

1-1/2"x3"x1/2 WELD PLATE TYP. 1-1/2"x3"x3/8 WELD ON

BARREL HINGE, TYP.

ZERK

GREASE

FITTING

BALL

BEARING

INTERIOR

HINGE PIN

1-1/2"x3"x3/8" WELD

ON BARREL HINGE,

TYP.

1-1/2"x3"x1/2"

WELD PLATE

WELD BOTH

SIDES TYP. 1-1/2"x3"x1/2 BIMETAL

ALUMINUM/STEEL WELD PLATE

1-1/2"x3"x1/2 BIMETAL

ALUMINUM/STEEL

WELD PLATE TYP.

3" ALUMINUM

GATE POST

3" ALUMINUM

GATE POST

SCALE: NTS

GATE HINGE SUPPORT ASSEMBLYB8

3"

3/16" 3/8"X1-1/2" SOLID ALUMINUM

PLATE WELD TO GATE FRAME

7"

WELD, TYP. TOP AND

BOTTOM EACH PLATE

1/2"Ø HOLE FOR LOCK

1 1/2"

1 1/2"

7"

PLAN

ELEVATION

3/8"X1-1/2" SOLID ALUMINUM

PLATE WELD TO GATE FRAME

WELD, TYP. TOP AND

BOTTOM EACH PLATE 1/2"Ø HOLE FOR LOCK

LOCK (NCA PROVIDED)

3/16"

6"WELD, TYP. TOP AND

BOTTOM EACH PLATE

1 1/2"

3"

6"

WELD, TYP. TOP AND

BOTTOM EACH PLATE

PLAN

ELEVATION

2"

1 1/2"

3/8"X1-1/2" SOLID ALUMINUM

PLATE WELD TO GATE FRAME

1/2"Ø HOLE FOR LOCK

LOCK (NCA PROVIDED)

3/8"X1-1/2" SOLID ALUMINUM

PLATE WELD TO GATE FRAME

5/8"Ø HOLE FOR LOCK

SCALE: NTS

MAINTENANCE GATE LOCKB2

SCALE: NTS

MAN GATE LOCKB4

2"

2"

1"

9" MIN.

2 1/4"

2 1/8"

1"

1"

1 3/8"

2 3/4"

2 1/4"

EXISTING COLUMN 1

4" ALUMINUM, WELD TO "L" BRACKET. PAINT

BLACK TO MATCH FENCE PANEL.

3/8" X 3 3/4" PENTA HEAD TAMPER

RESISTANCE 18-8 STAINLESS STEEL BOLT

WITH SPANNER NUT AND WASHERS.

2" SQUARE ALUMINUM FENCE RAIL

1/4" ALUMINUM "L" BRACKET.

3/8" Ø STAINLESS STEEL ADHESIVE

ANCHOR WITH 9" MINIMUM EMBEDMENT.

SCALE: NTS

ORNAMENTAL FENCE COLUMN RAIL BRACKETD2

2 1/4"

2 1/4" 1"

2 5/8"

2 1/8"

3" SQUARE ALUMINUM FENCE POST.

4" WELDED ALUMINUM "U" BRACKET

3/8" X 3 3/4" PENTA HEAD TAMPER

RESISTANCE 18-8 STAINLESS STEEL BOLT

WITH SPANNER NUT AND WASHERS.

2" SQUARE ALUMINUM FENCE RAILSHOP WELD TO

FENCE POST

FENCE POST

SCALE: NTS

ORNAMENTAL FENCE POST RAIL BRACKETD6

3" SQUARE FENCE POST

GALV. ROUND STEEL TUBE. 2 3/8" O.D. - CONTRACTOR

TO VERIFY ADEQUATE FIT INSIDE 3" POST

3/8"Ø VANDAL PROOF HEAD MACHINE BOLT- WASHERS AND LOCKING NUT.

5" X 9" BASEPLATE WELD TO FENCE POST.

EXISTING CONCRETE WALL.

5"

2' - 0"

5"

2' - 0"

9"

5"

1/16"

3" SQUARE ALUMINUM POST.

GAL. ROUND STEEL TUBE.

2" SQUARE

ALUMINUM RAIL.

PLAN

ELEVATION

SCALE: NTS

ORNAMENTAL FENCE POST AT WILSHIRE BLVD.D9

SCALE: NTS

CANE BOLT ASSEMBLYF6

1/2"

11"

11"

1" MIN.

1' - 0" Ø

4 3/4"

1' - 0"

CONCRETE PAVING1" INSIDE DIA. STAINLESS STEEL PIPE

SLEEVE CAST INTO CONCRETE. TYP.

STAINLESS STEEL CANE BOLT

ASSEMBLY WELDED TO GATE FRAME.

EXPANSION JOINT TYP.

OPEN TO DRAIN

1/2" Ø X 7" SS RODS, TACK WELD TO SLEEVE.

GENERAL NOTES:

1. CONTRACTOR TO SUBMIT SHOP

DRAWINGS FOR APPROVAL

PRIOR TO ORDERING AND

MANUFACTURING OF PRODUCT;

SEE SPECIFICATIONS FOR SHOP

DRAWING REQUIREMENTS.

2. ALL FENCE COMPONENTS TO

HAVE A POWDER COAT BLACK

FINISH; SEE SPECIFICATIONS.

3. ALL EXPOSED CONCRETE

SURFACES TO BE TREATED

WITH ANTI-GRAFFITI COATING;

SEE SPECIFICATIONS.

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

DETAILS - FENCE CURBING

C-507

6" MIN.

24" MAX.

10"

30"

FINISHED GRADE (PUBLIC)

FINISHED GRADE

(CEMETERY)

12" MIN.

SCALE: NTS

VARIABLE HEIGHT RETAINING CURB (6" - 24")C8

CONTINUOUS #5 REBAR PLACE

12" O.C. BEND AS NEEDED FOR

FENCE POST SLEEVE.

4"

3 ROWS OF EQUALLY SPACED

CONTINUOUS #4 REBAR AND

MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED

4 " RADIUS TYP.

#5 REBAR W/ STANDARD HOOK @ 12" O.C.

3"

9"

1" PVC WEEP

HOLE @ 5' O.C.

1"

FENCE POST SLEEVE

COMPACTED

SUBGRADE PER

SPECIFICATIONS

6"

PR

O

PE

R

TY

LI

N E

12" MIN.

32" MAX.

10"

28"

FINISHED GRADE

3:1 MAX SLOPE

FINISHED GRADE

3:1 MAX. SLOPE

8" MIN.

TOP OF CURB, MEDIUM

BROOM FINISH

SCALE: NTS

VARIABLE HEIGHT MOW CURBC3

CONTINUOUS #4 REBAR

PLACE 12" O.C.

MINIMUM OF 2 ROWS. BEND

AS NEEDED FOR FENCE

POST SLEEVE.

4" MIN.

6" MAX.

3 ROWS OF EQUALLY SPACED

CONTINUOUS #4 REBAR,

MUST BE SUPPORTED ON

REINFORCEMENT BAR

CHAIRS WHEN INSTALLED

4 " RADIUS TYP.

#5 REBAR W/ STANDARD

HOOK @ 12" O.C.

EXPOSED

CURB VARIES

9"

6"

1/2" PVC WEEP HOLE @ 5' O.C. PLACED

1" ABOVE FINISHED GRADE

FENCE POST SLEEVE

8"

COMPACTED

SUBGRADE PER

SPECIFICATIONS

12"

10"

FINISHED GRADE (CEMETERY)

TOP OF CURB, MEDIUM

BROOM FINISH

SCALE: NTS

STANDARD MOW CURBC5

2 ROWS OF CONTINUOUS #4 REBAR. BEND

AS NEEDED FOR FENCE POST SLEEVE.

4 " RADIUS TYP.

GENERAL NOTES:

1. CONTRACTOR SHALL STRAIGHT GRADE MOW

CURB FROM EXISTING COLUMN TO EXISTING

COLUMN OR POST TO POST.

2. CONTRACTOR SHALL ADJUST ADJACENT

GRADES AS TO NOT EXCEED A 3:1 SLOPE.

3. EXPANSION JOINTS SHALL BE PLACED AT 50'

INTERVALS O.C.

4. CONTROL JOINTS CONSISTING OF 1" DEEP

SCORES SHALL BE PLACED AT 10' INTERVALS

O.C.

5. EXPANSION JOINT WITH 2 DOWELS SHALL BE

PLACED AT ALL LOCATIONS WHERE NEW CURB

MEETS EXISTING.

6. FENCE POST SLEEVE MUST BE A MINIMUM OF

42".

COMPACTED

SUBGRADE PER

SPECIFICATIONS

PR

O

PE

R

TY

L

IN

E

W H

ER

E

AP

PL

IC

AB

LE

24" MIN.

48" MAX.

10"

34"

FINISHED GRADE (PUBLIC)

FINISHED GRADE

(CEMETERY)

12" MIN.

SCALE: NTS

VARIABLE HEIGHT RETAINING CURB (24" - 48")F3

4"

4 ROWS OF EQUALLY SPACED

CONTINUOUS #4 REBAR

4 " RADIUS TYP.

3"

12"

1" PVC WEEP HOLE @ 5' O.C.

1"

FENCE POST SLEEVE

COMPACTED

SUBGRADE PER

SPECIFICATIONS

PR

O

PE

R

TY

LI

N E

FENCE POST SLEEVE

48" MIN.

72" MAX.

10"

42"

FINISHED GRADE (PUBLIC)

FINISHED GRADE

(CEMETERY)

12" MIN.

SCALE: NTS

VARIABLE HEIGHT RETAINING CURB (48" - 72")F7

4"

4 ROWS OF EQUALLY SPACED

CONTINUOUS #5 REBAR

4 " RADIUS TYP.

3"

12"

1" PVC WEEP HOLE @ 5' O.C.

1"

FENCE POST SLEEVE

GENERAL NOTES:

1. CONTRACTOR SHALL STRAIGHT

GRADE TOP OF CURB IN

INCREMENTS OF 4' TO

ACCOMMODATE FENCE POST

SPACING.

2. FENCE POST SLEEVE MUST BE

EMBEDDED A MINIMUM OF 42" AND

PLACED AT EVERY CHANGE IN

GRADE TO ACCOMMODATE

FENCING.

3. CONTRACTOR SHALL TRANSITION

TO ALTERNATIVE HEIGHT

RETAINING CURBS OVER A

DISTANCE OF 3 FEET.

4. CONTRACTOR SHALL PROVIDE

KEY WAY IF CONSTRUCTED IN

MULTIPLE POURS

COMPACTED

SUBGRADE PER

SPECIFICATIONS

PR

O

PE

R

TY

LI

N E

8"X8" KEY

W/ CONT #4

6"

#4 REBAR @ 12" O.C.

#4 REBAR @ 12" O.C.

#5 REBAR @ 12" O.C.

GENERAL NOTES:

1. CONTRACTOR SHALL STRAIGHT

GRADE TOP OF CURB IN

INCREMENTS OF 4' TO

ACCOMMODATE FENCE POST

SPACING.

2. FENCE POST SLEEVE MUST BE

EMBEDDED A MINIMUM OF 42" AND

PLACED AT EVERY CHANGE IN

GRADE TO ACCOMMODATE

FENCING.

3. CONTRACTOR SHALL TRANSITION

TO ALTERNATIVE HEIGHT

RETAINING CURBS OVER A

DISTANCE OF 3 FEET.

4. CONTRACTOR SHALL PROVIDE

KEY WAY IF CONSTRUCTED IN

MULTIPLE POURS

GENERAL NOTES:

1. CONTRACTOR SHALL

STRAIGHT GRADE TOP OF

CURB IN INCREMENTS OF 4' TO

ACCOMMODATE FENCE POST

SPACING.

2. FENCE POST SLEEVE MUST BE

EMBEDDED A MINIMUM OF 42"

AND PLACED AT EVERY

CHANGE IN GRADE TO

ACCOMMODATE FENCING.

3. CONTRACTOR SHALL

TRANSITION TO ALTERNATIVE

HEIGHT RETAINING CURBS

OVER A DISTANCE OF 3 FEET.

4. CONTRACTOR SHALL PROVIDE

KEY WAY IF CONSTRUCTED IN

MULTIPLE POURS

GENERAL NOTES:

1. CONTRACTOR SHALL STRAIGHT

GRADE MOW CURB FROM

EXISTING COLUMN TO EXISTING

COLUMN OR POST TO POST

2. CONTRACTOR SHALL ADJUST

ADJACENT GRADES AS TO NOT

EXCEED A 3:1 SLOPE.

3. FENCE POST SLEEVE MUST BE

EMBEDDED A MINIMUM OF 42".

4. CONTRACTOR SHALL TRANSITION

TO MOW CURB USING AN

EXPANSION JOINT

5. CONTRACTOR SHALL PROVIDE

KEY WAY IF CONSTRUCTED IN

MULTIPLE POURS.

6. CONTRACTOR SHALL RE-GRADE

BOTH SIDES OF THE MOW CURB

FROM THE FACE OF MOW CURB

TO THE BACK OF EXISTING CURB

OR UNTIL THE SLOPE IS EQUAL

TO OR LESS THAN 3:1.

FINISHED GRADE

FINISHED GRADE

1" PVC WEEP HOLE @ 5' O.C.

1"

6"

DRAINAGE MAT

GENERAL NOTES:

1. DRAINAGE MAT SHALL EXTEND TO THE BOTTOM OF FOOTING AS

SHOWN.

2. CONTRACTOR SHALL FIX DRAINAGE MAT TO CONCRETE PER

MANUFACTURERS RECOMMENDATION.

3. DRAINAGE MAT SHALL HAVE A COMPRESSIVE STRENGTH OF 5,000 PSI

MINIMUM.

4. DRAINAGE MAT SHALL HAVE A FLOW CAPACITY OF 100GPM/FT² MINIMUM.

5. DRAINAGE MAT SHALL HAVE A GRAB TENSILE SRENGTH OF 100 LBS

MINIMUM

SCALE: NTS

DRAINAGE MATF9

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

3" CLR

3" CLR

3" CLR 3" CLR

#5 REBAR @ 12" O.C.

#4 @ 18" O.C.

DRAINAGE MAT, SEE

DETAIL F9 THIS SHEET

DRAINAGE MAT, SEE

DETAIL F9 THIS SHEET

DRAINAGE MAT, SEE

DETAIL F9 THIS SHEET

#4 REBAR W/ STANDARD

HOOK @ 12" O.C.

CONTINUOUS #5 REBAR PLACE

12" O.C. BEND AS NEEDED FOR

FENCE POST SLEEVE.

#5 REBAR W/ STANDARD HOOK @ 12" O.C.

CONTINUOUS #5 REBAR PLACE

12" O.C. BEND AS NEEDED FOR

FENCE POST SLEEVE.

#5 REBAR W/ STANDARD HOOK @ 12" O.C.

2'-8" 2'-8"

1' -6

1'

-6

1' -2

4"

1' -6

8'-4"

3" 1'

4" 2'

-0

2' -4

2"

1'-2"

2"6"2'-0"

2' -4

1'-0"

2"

4"1

4"

7' -1 2"

1"

1 4"

2"

5 8" 4"

1 8" 1 8"

1" 5 8"

33 4"

8"

ARCHITECTURAL PRECAST CONCRETE

POST - SEE SPECIFICATIONS

2" BRASS NIPPLE, LENGTH AS REQUIRED

2" HOLE CAST INTO POST - FILL WITH EPOXY

GROUT AFTER PIPE INSTALLATION. ENSURE NO

GROUT INTERFERES WITH THREADED

CONNECTION

SELF CLOSING FAUCET REFER TO

SPECIFICATIONS

2" X 34" FIP THREADED BRASS REDUCING ELBOW

8" REVEAL, (3) SIDES

4" BRASS NIPPLE, LENGTH AS REQUIRED

FILTER FABRIC, TYP. - SEE SPECIFICATIONS

20"Ø x 42" - DRAINAGE FILL

4" BRASS NIPPLE

RAISER WITH ELBOW

CAST INTO POST

2"Ø HOLE CAST THROUGH

POST

ARCHITECTURAL PRECAST

CONCRETE POST - SEE

SPECIFICATIONS

8" THICK ALUMINUM

PLATE "DO NOT DRINK"

SIGN PANEL, REFERENCE

DETAIL E9 THIS SHEET

STAINLESS STEEL

TAMPER-PROOF SCREWS

4" x 2", TWO PER SIGN

1" CHAMFERED

EDGE AT TOP OF

POST, TYP.

SELF-CLOSING

FAUCET,

REFERENCE

SPECIFICATIONS

(4) #3 REBAR CONTINUOUS,

EQUALLY SPACED

FLOWER WATER SPIGOT

SHUT-OFF VALVE ASSEMBLY

1" SCH. 40 PVC FLOWER

WATER STATION SUPPLY LINE

4" TYPE K COPPER PIPE

4" SWEAT x 3

4" MIP THREADED

COPPER FITTING

4" x 34" FIP THREADED COPPER

ELBOWGENERAL NOTES:

1. PIPE RISER AND ELBOW TO BE RECESSED

INTO 11

2" WIDE x 2" DEPTH NOTCH CAST

INTO POST.

2. SUBMIT SHOP DRAWINGS & SAMPLE FOR

APPROVAL PRIOR TO FABRICATING POSTS

- SEE SPECIFICATIONS.

POST PLAN VIEW

ROADBURIAL PLOTS

1 8" 1 8"

3' -0

2'-0"

2"Ø BRASS ESCUTCHEON PLATE

PRESSURE REGULATOR

SET TO 15 PSI

LID BRANDED W/ "FWS"

4" TYPE K COPPER PIPE

FLOWERVASES

TRASH

HINGED LID - SEE PLAN VIEW

8" O.D. STEEL TOP RING

8" x 1" VERTICAL STEEL BARS 4" x 21

2" SOLID STEEL BAR

(4) DECALS, EVENLY SPACED

AROUND BAND - REF.

SPECIFICATIONS FOR FRONT,

TEXT SIZE, COLOR & MATERIAL

HINGE

HANDLE

HINGED LID

4" x 21

2" SOLID STEEL BAND

BOLT TO SLAB

FINISH GRADE

CONVEX LID WITH SELF CLOSING COVER

8" O.D. STEEL ROD

8" x 1" STEEL BARS 4" x 21

2" SOLID STEEL BAR

(4) DECALS, EVENLY SPACED

AROUND BAND - REF.

SPECIFICATIONS FOR FONT, TEXT

SIZE, COLOR, & MATERIAL

4" x 21

2" SOLID STEEL BAND

BOLT TO SLAB

FINISH GRADE

28"

19"

8"

19"

28"

8"Ø THREADED STEEL

LEVELING FEET

8"Ø THREADED STEEL

LEVELING FEET

7 8"

3 4"

1'-6"

1' -6

1' -6

1' -2

4"

1' -6

TRASHFLOWERVASES

2 4

5 5

GENERAL NOTES:

1. CONCRETE COLOR SHALL

BE NATURAL.

2'-8" 2'-8"

12" 12"

℄1' -1

2'

-4

3' -5

2'

-0

2' -4

" 4"

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

DETAILS - FLOWER WATER STATIONS

C-508

SCALE: NTS

FLOWER WATERING STATION SPIGOT ASSEMBLYC7

1. CONCRETE SLAB.

2. FLOWER VASE RECEPTACLE, SEE DETAIL A5 THIS SHEET.

3. TRASH RECEPTACLE, SEE DETAIL B5 THIS SHEET.

4. FLOWER WATER SPIGOT ASSEMBLY, REFERENCE DETAIL C7 THIS SHEET.

5. COMPACTED SUBGRADE.

6. 24"Ø x 42" WITH 34" CRUSHED GRAVEL SUMP LINED WITH FILTER FABRIC.

7. SELF-CLOSING WATER SPIGOT - SEE SPECIFICATIONS.

8. #3 REBAR AT 18" O.C. EACH WAY.

9. "DO NOT DRINK" SIGN - REFERENCE DETAIL E9 THIS SHEET.

KEYED NOTES

1. CONCRETE SLAB WITH CONTRACTION JOINT ALONG CENTER LINE.

2. FLOWER VASE RECEPTACLE, SEE DETAIL A5 THIS SHEET.

3. 24"Ø x 42" WITH 34" CRUSHED GRAVEL SUMP LINED WITH FILTER FABRIC.

4. FLOWER WATER SPIGOT ASSEMBLY, REFERENCE DETAIL C7 THIS SHEET.

5. TRASH RECEPTACLE, SEE DETAIL B5 THIS SHEET.

6. 3

4" TYPE k COPPER LINE.

7. 1" SCH. 40 PVC SUPPLY LINE.

8. FLOWER WATERING SPIGOT SHUT-OFF VALVE & PRV, SEE DETAIL C7 THIS SHEET.

9. EXISTING CURB AND GUTTER.

KEYED NOTES

SCALE: NTS

FLOWER WATERING STATION PLANE3

SCALE: NTS

FLOWER WATERING STATION ELEVATIONB2

SCALE: NTS

FLOWER VASE RECEPTACLEA5

SCALE: NTS

TRASH RECEPTACLEB5

SCALE: NTS

FWS SIGN PANEL (DO NOT DRINK)E9

TYPE 1 TYPE 2

2" RADIUS

ON ALL

EXPOSED

EDGES

R1 78 "

4"

4" Ø HOLES TO RECEIVE 3

16" Ø x 2" SS

TAMPER-PROOF SCREWS WITH EXPANSION

SHIELD SCREWS, TYP.

4" HT. LETTERING; OPTIMA BOLD TYPE FACE

8" THICK ALUMINUM SIGN PANEL; POWDER COATED B1

DARK BROWN WITH WHITE TEXT AND RED & WHITE

SYMBOL, TYP.

1' -33

4"

1 2"11 4" 3"

3 4" 3 4"

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

DETAILS - FRONT ENTRY GATE

C-509

ALUMINUM "U" CHANNEL

MOUNTED TO GATE. INSTALL

PER MANUFACTURES PRINTED

INSTRUCTIONS.

ALUMINUM CANTILEVERED

GATE

SLIDING GATE OPERATOR,

INSTALL PER MANUFACTURER'S

RECOMMENDATIONS

SLIDING GATE OPERATOR -

INSTALL PER MANUFACTURER'S

RECOMMENDATIONS

4"Ø ALUMINUM FENCE POST;

FINISH TO MATCH GATE, TYP.

NOTES:

1. SEE MANUFACTURER'S

SPECIFICATIONS.

2. GATES THAT REQUIRE TWO

PIECE FABRICATION WILL

REQUIRE A 5" ALUMINUM

CHANNEL BE SUBSTITUTED

FOR THE 2"X5" ALUMINUM

TUBE AND A VERTICAL

SPLICE WILL BE ADDED.

SEE MANUFACTURER'S

SPECIFICATIONS

EXISTING COLUMN EXISTING COLUMN

EXISTING CURB

EXISTING ROADWAY

EXISTING SIDEWALK

4"Ø FENCE POST WITH

TRUCK ASSEMBLY AND

LOWER GUIDE ASSEMBLYALUMINUM CANTILEVERED

GATE W/ INTERNAL PICKET

PEDESTAL MOUNTED

KEY SWITCH

STEEL BOLLARD, TYP.

SLIDING GATE OPERATOR

GATE POST FOUNDATION,

SEE DETAIL F7 THIS SHEET

ALUMINUM GATE

TRUCK ASSEMBLY

GATE TRACK

LOWER GUIDE ASSEMBLY

EXISTING COLUMN

SCALE: NTS

FRONT ENTRY GATE SECTION VIEWB9

SCALE: NTS

FRONT ENTRY GATEC2

GENERAL NOTES:

1. CONTRACTOR TO SUBMIT SHOP

DRAWINGS FOR APPROVAL

PRIOR TO ORDERING AND

MANUFACTURING OF PRODUCT;

SEE SPECIFICATIONS FOR SHOP

DRAWING REQUIREMENTS.

2. ALL FENCE COMPONENTS TO

HAVE A POWDER COAT BLACK

FINISH; SEE SPECIFICATIONS.

3. ALL EXPOSED CONCRETE

SURFACES TO BE TREATED

WITH ANTI-GRAFFITI COATING;

SEE SPECIFICATIONS.

CONCRETE

MAINTENANCE BAND

SCALE: NTS

BOTTOM GUIDEE2

4" OD POST

GUIDE WHEELS

W/ UL COVERS

BOTTOM GUIDE BRACKET

SCALE: NTS

GATE HANGER ASSEMBLYE5

HANGER BRACKET

8" LOCK NUT

8" HEX NUT

W4 TRUCK

SEE MANUFACTURER'S

SPECIFICATIONS

44' MINIMUM

OPEN WIDTH

NOTES:

1. EACH GATE SHALL HAVE A CLEAR

OPENING WIDTH OF 22'.

2. GATE HEIGHT SHALL BE 8'

3. ALL FENCE POSTS SHALL HAVE

PYRAMID CAPS.

4. GATE SHALL BE INSTALLED WITH 1"

OF CLEARANCE OVER EXISTING

SIDEWALK.

34'-0"

2'-0"

3'-6"

6'-0"

CONCRETE MAINTENANCE BAND

SEE GATE

MANUFACTURERS

DWGS

GATE OPERATOR, SEE LANDSCAPE

AND MANUFACTURERS DWGS

PLAN

6'

#4 TIES

@ 6" OC

#4 TIES

21"

(8) #6 VERT REINF

A

A

3" CLR

0.16' CLR

TYP

FINISHED GRADE

21"

SCALE: NTS

GATE OPERATOR PADD9

GATE OPERATOR

(16) #6 VERT

REINF

A

2" CLR (3) #4 CIRCULAR TIES

AT 3" OC

#4 CIRCULAR

TIES AT 6" O.C.

6'

3" CLR

PLANA

30"

3" CLR

FINISHED

GRADE

SCALE: NTS

GATE POST FOUNDATIONF7

1/4" RADIUS

AT EDGES

CONCRETE PAVING PER

SPECIFICATION 32 05 23.

MEDIUM BROOM FINISH.

4"

4"

4"

SCALE: NTS

MAINTENANCE BANDB7

#4 REBAR @ 18" O.C.

EACH WAY AND MUST

BE SUPPORTED ON

REINFORCEMENT BAR

CHAIRS WHEN

INSTALLED

COMPACTED SUBGRADE PER

SPECIFICATIONS

4" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

GENERAL NOTES:

1. ENSURE LOOSE MATERIAL IS

REMOVED FROM HOLE PRIOR TO

INTRODUCTION OF CONCRETE INTO

HOLE.

2. REBAR CAGE MUST NOT REST ON OR

BE IN CONTACT WITH SURROUNDING

SOIL.

3. CONSOLIDATE CONCRETE USING

HIGH FREQUENCY VIBRATION THAT IS

NOT IN CONTACT WITH STEEL.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

PYRAMID CAPS TYP.

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 - MATERIAL STORAGE BINS

C-510

SCALE: NTS

STORAGE BIN DIVIDER WALLSC2

FINISHED GRADE PER PLAN

4 ROWS OF CONTINUOUS #6

REBAR, TOP AND BOTTOM.

EXPANSION JOINT TYP.

SCALE: NTS

STORAGE BIN BACK WALLSC5

#4 REBAR @ 18" OC

VERT EF EW, TYP.

COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

DOWELS W/ STD HOOK

TO MATCH VERT REINF

TOP FTG

397.14

FINISHED GRADE, GRADE

TO DRAIN AWAY FROM

WALL AS SHOWN

6" PERFORATED PVC UNDERDRAIN

DRAINAGE FILL WRAPPED

IN 8 OZ NON WOVEN

FILTER FABRIC.

FINISHED GRADE PER PLAN

4 ROWS OF CONTINUOUS #6

REBAR, TOP AND BOTTOM.

EXPANSION JOINT TYP.

#5 REBAR @ 18" OC

VERT EF EW, TYP.

COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

DOWELS W/ STD HOOK

TO MATCH VERT REINF

TOP FTG

397.14

SCALE: NTS

COLUMN FOOTING AT BACK WALLF3

5 ROWS OF #6 REBAR, TOP

AND BOTTOM.

#5 REBAR @ 18" OC

VERT EF EW, TYP.

TOP FTG

397.14

4" THREADED ROD W/ PLATE WASHERS & NUTS

1" NON-SHRINK GROUT BENEATH BASE PLATE

BASE PLATE PER B3/C-511

COLUMN PER MANUFACTURERS RECOMMENDATION

INFILL CONCRETE TO 2" ABOVE FINISHED GRADE

4" THREADED ROD W/

PLATE WASHERS & NUTS

NON-SHRINK GROUT BENEATH BASE PLATE

BASE PLATE PER B3/511

INFILL CONCRETE TO MATCH FINISHED GRADE W/ EXPANSION JOINT

SCALE: NTS

COLUMN FOOTING AT END WALLSF8

01400

BAR

SIZE Ld

GRADE 60 REINFORCING

MISCELLANEOUS

BARS

TOP BARS

(see note #5) Splice Ld Splice f'c = 4000psi

#3 15 #4 #5 #6 #7

NOTES:

1. ALL TABULATED VALUES ARE IN INCHES.

HOOKED

BARS

Ldh

2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db.

3. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld.

4. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK.

5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS

AS "TOP BAR".

6. LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH OF THE

SMALLER BAR.

7. LAP SPLICE OF DIFFERENT GRADES OF REINFORCING TO BE THE LARGER OF Ld OF THE HIGHER GRADE BAR OR

SPLICE LENGTH OF THE LOWER GRADE BAR.

SCALE: NTS

LAP SPLICE & LENGTH SCHEDULEC9

2" RADIUS 1

2" RADIUS

(4) #5 VERT W/ STD HOOKS

(3) #3 HOOPS @ 4" O.C.

PLAN VIEW

F8 C-510

SECTION VIEW

F3 C-510

SECTION VIEW

PLAN VIEW

SIDE WALL OR

DIVIDER WALL

FOOTER/WALL

REINFORCING

(TYP)

FOOTER/WALL

REINFORCING (TYP)

FOOTER/WALL

REINFORCING (TYP)

(3) #3 HOOPS

@ 4" O.C.

2'-0"

9'-6"

8"

3'-8"

1'-6"1'-6"

1'-0"

2" CLR

3" CLR

2'-0"

9'-6"

10"

3'-10"

1'-6"

1'-6"

2" CLR

3" CLR

6"

2'-0"

10"

2'-1"

1'-2" SQ

7"

1'-1"

1'-2" 3'

10" 1'6"

2'-0"

1'-1"

1'-2" SQ

2'-1"

1'-2"

1'-2"

2'-1"

3' 3'-8"

OR

3'-10"

8" OR 10"

1'-6"

1'-2"3"

1'-6"

1'-2"

2'-1"

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

(2) PRESSURE TREATED 2X8

ANCHORED TO WALL

CONCRETE SCREW 3" MINIMUM

EMBEDMENT. 2 ROWS @ 5' O.C.

(2) PRESSURE TREATED 2X8

ANCHORED TO WALL

CONCRETE SCREW

4" MINIMUM

EMBEDMENT. 2

ROWS @ 5' O.C.

#6 REBAR @ 12" OC, TOP

AND BOTTOM

LS, TYP.

2" CLR TYP. 2" CLR TYP.

#6 REBAR @ 12" OC, TOP

AND BOTTOM

5 ROWS OF #6 REBAR, TOP

AND BOTTOM.

(4) #5 VERT W/ STD HOOKS

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 - MATERIAL STORAGE BINS &

GENERAL REINFORCING

C-511

90° D D

45°

45°

2 1/2" MIN

4d OR

D

D = 6d FOR #3 THRU #8 D = 8d FOR #9, #10 & #11 D = 10d FOR #14 & #18

ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS

12d

D

STIRRUP

90° D D

135°

STIRRUP OR TIE

D = 4d FOR #3, #4 & #5 D = 6d FOR #6, #7 & #8

90° D D

3" MIN

6d OR

BEAM OR COLUMN CROSSTIES

NOTE:

BEAM STIRRUPS AND COLUMN TIES

d = BAR DIAMETER, D = BEND DIAMETER

TIES AND CROSSTIES FOR SHEAR WALL

BOUNDARY ELEMENTS SHALL BE

DETAILED AS COLUMN TIES/CROSSTIES.

180° d

D

180° d

D

D

135° d

D

D

90°

D 180°

CL COL

COL PER MANUFACTURES RECOMMENDATION

CL COL

BP PER PLAN

TABLE 1

BASEPLATE

THICKNESS

3/8" , 1/2"

5/8" , 3/4"

> = 7/8"

"F"

FILLET

SIZE

3/16"

1/4"

5/16" 1 1/2"

TYP

COL PER PLAN

1 1/2"

TYP

PLAN ELEVATION

AT CORNERS

AT CORNERS AT INTERSECTIONS

NOTE:

1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE.

2. FOOTING REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS.

AT INTERSECTIONS

NOTES:

1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE.

2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS.

3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND

STEMWALL HORIZONTAL REINFORCING.

1"Ø GROUT HOLE

(OPTIONAL)

TACK WELD

NUT TO AB

SIZE PER

TABLE 1 TYP "F"

CONC FTG PER PLAN

PLAN

(4) 3/4"Ø THRD RODS W/

HEX NUTS & WASHERS UNO

1" NON-SHRINK GROUT, MIN

C L

C O

L

1/

2"

TY

P

1/ 2"

TY

P

3" C

LR

TY

P

PE

R P

LA

N

9" M

IN

U

N O d

3" M

IN

6d

O R

3" M

IN

6d

O R d

3" M

IN

6d

O R d

3" MIN

6d OR

3" MIN6d

O

RSCALE: NTS

COLUMN BASEPLATE CONNECTIONB3

SCALE: NTS

REINFORCING AT FOOTINGSD2

DOWEL TO MATCH

LONGT REINF

EDGE OF FOOTING

DOWEL W/ STD HOOK

TO MATCH CROSS

FTG LONGIT REINF

CROSS FTG

LAP PER

SCHED TYP.

LAP PER

SCHED TYP.

4" CHAMFER AT

WALLS NOT IN

CONTACT W/ SOIL

DOWEL TO

MATCH HORIZ

REINF

CJ WHERE OCCURS

DOWEL W/ STD HOOK TO MATCH

CROSS WALL HORIZ REINF

LAP PER

SCHED TYP. LAP PER

SCHED TYP.

SCALE: NTS

REINFORCING AT WALLSD5

SCALE: NTS

STANDARD HOOKS AND BENDSC8

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

DETAILS - MATERIAL STORAGE BIN

ROOF

C-512

25'

100'

10' MIN.

CLEARANCE

24' POST

SPACING

DOWN SPOUT CONNECTED TO 8" PVC (TYP)

SCALE: NTS

FRAMING AND DIMENSIONSC8

SCALE: NTS

ISOMETRIC RENDERINGF2

1 34" MAP TOGETHER

STANDING SEAM WITH

CONCEALED CLIPS.

ROOFING NOTES:

1. PROFILE: MEDALLION-LOK OR APPROVED EQUAL

2. PANEL GAUGE: 24-GAUGE MIN.

3. PANEL WIDTH: 12", 16", OR 18" ON CENTER, STRIATED.

4. PANEL LENGTH: PRECUT TO THE LENGTH FROM

EAVE TO EAVE.

5. TRIM: MATCHING ROOF TRIM AND FASTENERS.

6. FINISH: FACTORY PRE-FINISHED, COLOR TO BE

APPROVED IN WRITING BY COR AND SELECTED FROM

STANDARD COLOR CHART.GUTTERS (TYP)

FINISH NOTES:

1. PRE-BLAST INSPECTION TO CATCH AND REMOVE OIL, GREASE AND OTHER COATINGS

IMPEDING CONTAMINANTS.

2. STEEL GRIT BLAST TO NEAR WHITE CONDITION IN ACCORDANCE WITH SSPC-SP10,

REMOVING OIL RESIDUE, MIL SCALE, WELD SPLATTER AND SLAG.

3. FIVE STAGE PHOSPHATE WASH (INCLUDES DETERGENT, PHOSPHATE, RUST PROTECTANT

SEALANT.

4. EPOXY POWDER COAT PRIMER.

5. DOUBLE TOPCOAT TGIC POLYESTER POWDER COAT. COLOR TO BE APPROVED IN WRITING

BY COR AND SELECTED FROM STANDARD COLOR CHART.

6. PRIMER PLUS FINISH COATS SHALL BE 8-12 MILS THICK.

7. ALL MATERIALS INSPECTED TO MEET 100% COATING, PROPER CURE, FILM THICKNESS AND

IMPACT RESISTANCE

8. WET COAT ALTERNATIVES SHALL NOT BE ACCEPTED.

STEEL STRUCTURE NOTES:

1. FABRICATED FOR FIELD ASSEMBLY USING BOLTED

CONNECTIONS WITH NO WELDING REQUIRED OR

PERMITTED; COLD FORMED SHAPES PROHIBITED.

SCALE: NTS

MATERIAL ROOF GENERAL NOTESC3

COLUMNS TO BE PLACED AT

STORAGE BIN WALLS IN THE FRONT

OF THE BUILDING AS NEEDED

NOTE TO BIDDER:

1. MATERIAL STORAGE BIN ROOF IS

DIAGRAMMATIC ONLY.

2. CONTRACTOR SHALL PROVIDE STAMPED

DRAWINGS & CALCULATIONS OF THE

PROPOSED STORAGE BIN ROOF PER PLANS

AND SPECIFICATIONS.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

OPEN BIN SIDE

RETAINING

WALL SIDE

OPEN BIN SIDE

RETAINING

WALL SIDE