Attachment 6_Plans_942CM3001_Part4.pdf

5/8"

3/4" 1/8"

3/8" 1 1/4"

SIDE VIEWFRONT VIEW

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

3/4" X 1/4" VERTICAL SLOT FOR 1/4" DIA.

TAMPER-PROOF SCREW TO SECURE

STAINLESS STEEL SPRING PLATE WITH

ROSETTE PLATE TO DROP-IN ANCHOR IN

PRECAST WALL UNIT

3/4" X 1/4" HORIZONTAL SLOT FOR

STAINLESS STEEL CENTER POST

SECURED WITH STAINLESS STEEL

WASHER AND SCREW AT BACK TO

RECEIVE TAMPER-PROOF ROSETTE

PIN

T

Y P

3/16" TYP.

EDGE OF MARBLE MEMORIAL

WALL MARKER

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

2-3/8" X 1/2" STAINLESS STEEL SPRING

PLATE WITH TAMPER-PROOF SCREW

1" DIA. STAINLESS STEEL ROSETTE

WITH WHITE NEOPRENE WASHER TO

MATCH COLUMBARIUM UNIT

STAINLESS STEEL CENTER POST TO

RECEIVE TAMPER-PROOF ROSETTE PIN

OVERLAP BETWEEN ROSETTE AND

MARBLE MARKER

RECESSED PORTION OF PRECAST

WALL UNIT

3/4"

1/4" 3/8"

5/8"

1/4"

1/2"

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

1/2" X 1/4" HORIZONTAL SLOT FOR

STAINLESS STEEL CENTER POST

SECURED WITH STAINLESS STEEL

WASHER AND SCREW AT BACK TO

RECEIVE TAMPER-PROOF ROSETTE

PIN

3/4" X 1/4" VERTICAL SLOT FOR 1/4" DIA.

TAMPER-PROOF SCREW TO SECURE

STAINLESS STEEL SPRING PLATE WITH

ROSETTE PLATE TO DROP-IN ANCHOR IN

PRECAST WALL UNIT

NOTE:

RIGHT SIDE PLATE IS SHOWN, LEFT SIDE EDGE IS A MIRROR IMAGE.

3/8"TYP.

AT EDGES

T

Y P

11-1/4" X 7-3/4" X 3/4"

MARBLE MEMORIAL

WALL MARKER

16 GAUGE, TYPE 302

STAINLESS STEEL

ROSETTE PLATE

1-3/8" X 1/2" STAINLESS STEEL SPRING

PLATE WITH TAMPER-PROOF SCREW

1" DIA. STAINLESS STEEL ROSETTE

WITH WHITE NEOPRENE WASHER TO

MATCH COLUMBARIUM UNIT

STAINLESS STEEL CENTER POST TO

RECEIVE TAMPER-PROOF ROSETTE PIN

OVERLAP BETWEEN ROSETTE AND

MARBLE MARKER

OVERLAP BETWEEN ROSETTE

AND PRECAST WALL UNIT

FACE OF PRECAST WALL UNIT

RECESSED PORTION OF PRECAST

WALL UNIT

1 7/8"

1 1/2" 3/8"

1 1/4" 5/8"

3/8" 1/4"

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

3/4" X 1/4" HORIZONTAL SLOT FOR

STAINLESS STEEL CENTER POST

SECURED WITH STAINLESS STEEL

WASHER AND SCREW AT BACK TO

RECEIVE TAMPER-PROOF ROSETTE

PIN

3/4" X 1/4" VERTICAL SLOT FOR 1/4" DIA.

TAMPER-PROOF SCREW TO SECURE

STAINLESS STEEL SPRING PLATE WITH

ROSETTE PLATE TO DROP-IN ANCHOR IN

PRECAST WALL UNIT

NOTE:

TOP RIGHT CORNER PLATE IS SHOWN, TOP

LEFT CORNER PLATE IS A MIRROR IMAGE.

3/8"TYP.

EDGE OF MARBLE MEMORIAL

WALL MARKER

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

1-3/8" X 1/2" STAINLESS STEEL SPRING

PLATE WITH TAMPER-PROOF SCREW

1" DIA. STAINLESS STEEL ROSETTE

WITH WHITE NEOPRENE WASHER TO

MATCH COLUMBARIUM UNIT

STAINLESS STEEL CENTER POST TO

RECEIVE TAMPER-PROOF ROSETTE PIN

OVERLAP BETWEEN ROSETTE AND

MARBLE MARKER

OVERLAP BETWEEN ROSETTE

AND PRECAST WALL UNIT

RECESSED PORTION OF PRECAST

WALL UNIT

FACE OF PRECAST WALL UNIT

RECESSED PORTION OF PRECAST

WALL UNIT

3 1/4"

3/8" 1 1/4"

3/4" X 1/4" HORIZONTAL SLOT FOR

STAINLESS STEEL CENTER POST

SECURED WITH STAINLESS STEEL

WASHER AND SCREW AT BACK TO

RECEIVE TAMPER-PROOF ROSETTE

PIN

3/4" X 1/4" VERTICAL SLOT FOR 1/4" DIA.

TAMPER-PROOF SCREW TO SECURE

STAINLESS STEEL SPRING PLATE WITH

ROSETTE PLATE TO DROP-IN ANCHOR IN

PRECAST WALL UNIT

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

EDGE OF MARBLE MEMORIAL WALL

MARKER

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

2-3/8" X 1/2" STAINLESS STEEL SPRING

PLATE WITH TAMPER-PROOF SCREW

1" DIA. STAINLESS STEEL ROSETTE

WITH WHITE NEOPRENE WASHER TO

MATCH COLUMBARIUM UNIT

STAINLESS STEEL CENTER POST TO

RECEIVE TAMPER-PROOF ROSETTE PIN

OVERLAP BETWEEN

ROSETTE AND

MARBLE MARKER

OVERLAP BETWEEN

ROSETTE AND

PRECAST WALL UNIT

FACE OF PRECAST WALL UNIT

RECESSED PORTION OF PRECAST

WALL UNIT

3/16" TYP.

T

Y P

1"

1/2"

1 1/8"

3 1/4"

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

3/4" X 1/4" VERTICAL SLOT FOR 1/4" DIA.

TAMPER-PROOF SCREW TO SECURE

STAINLESS STEEL SPRING PLATE WITH

ROSETTE PLATE TO DROP-IN ANCHOR IN

PRECAST WALL UNIT

3/4" X 1/4" HORIZONTAL SLOT FOR

STAINLESS STEEL CENTER POST

SECURED WITH STAINLESS STEEL

WASHER AND SCREW AT BACK TO

RECEIVE TAMPER-PROOF ROSETTE

PIN

EDGE OF MARBLE MEMORIAL

WALL MARKER

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

2-3/8" X 1/2" STAINLESS STEEL SPRING

PLATE WITH TAMPER-PROOF SCREW

1" DIA. STAINLESS STEEL ROSETTE

WITH WHITE NEOPRENE WASHER TO

MATCH COLUMBARIUM UNIT

STAINLESS STEEL CENTER POST TO

RECEIVE TAMPER-PROOF ROSETTE PIN

OVERLAP BETWEEN ROSETTE AND

MARBLE MARKER

RECESSED PORTION OF PRECAST

WALL UNIT

3/16" TYP.

3 8

T

Y P

.OVERLAP BETWEEN ROSETTE AND

MARBLE MARKER

FACE OF PRECAST WALL UNIT

3/4"

1/2"

1 7/8"

3/8"

1"

3/4" X 1/4" VERTICAL SLOT FOR 1/4" DIA.

TAMPER-PROOF SCREW TO SECURE

STAINLESS STEEL SPRING PLATE WITH

ROSETTE PLATE TO DROP-IN ANCHOR IN

PRECAST WALL UNIT

1/2" X 1/4" HORIZONTAL SLOT FOR

STAINLESS STEEL CENTER POST

SECURED WITH STAINLESS STEEL

WASHER AND SCREW AT BACK TO

RECEIVE TAMPER-PROOF ROSETTE

PIN

16 GAUGE, TYPE 302 STAINLESS

STEEL ROSETTE PLATE

NOTE:

BOTTOM LEFT CORNER PLATE IS SHOWN, BOTTOM RIGHT

CORNER PLATE IS A MIRROR IMAGE WITH SUPPORT LEDGE ON

LEFT SIDE OF SLOT PLATE.

3/8"TYP.

EDGE OF MARBLE MEMORIAL

WALL MARKER

16 GAUGE, TYPE 302

STAINLESS STEEL ROSETTE

PLATE

1-3/8" X 1/2" STAINLESS STEEL

SPRING PLATE WITH TAMPER-

PROOF SCREW

1" DIA. STAINLESS STEEL ROSETTE

WITH WHITE NEOPRENE WASHER TO

MATCH COLUMBARIUM UNIT

STAINLESS STEEL CENTER

POST TO RECEIVE TAMPER-

PROOF ROSETTE PIN

OVERLAP BETWEEN ROSETTE

AND MARBLE MARKER

OVERLAP BETWEEN ROSETTE

AND PRECAST WALL UNIT

RECESSED PORTION OF PRECAST

WALL UNIT

FACE OF PRECAST WALL UNIT

RECESSED PORTION OF PRECAST

WALL UNIT

FACE OF PRECAST WALL UNIT

A-503

MEMORIAL WALL DETAILS 2

B112" = 1'-0"

MEMORIAL WALL

TOP EDGE ROSETTE ATTACHMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A 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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

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B412" = 1'-0"

MEMORIAL WALL

TOP EDGE ROSETTE ATTACHMENT B612" = 1'-0"

MEMORIAL WALL

TOP CORNER ROSETTE ATTACHMENT B912" = 1'-0"

MEMORIAL WALL

TOP CORNER ROSETTE ATTACHMENT

C112" = 1'-0"

MEMORIAL WALL

SIDE EDGE ROSETTE ATTACHMENT C412" = 1'-0"

MEMORIAL WALL

SIDE EDGE ROSETTE ATTACHMENT C612" = 1'-0"

MEMORIAL WALL

CENTER ROSETTE ATTACHMENT C912" = 1'-0"

MEMORIAL WALL

CENTER ROSETTE ATTACHMENT

E112" = 1'-0"

MEMORIAL WALL

BOTTOM CORNER ROSETTE ATTACHMENT E412" = 1'-0"

MEMORIAL WALL

BOTTOM CORNER ROSETTE ATTACHMENT E612" = 1'-0"

MEMORIAL WALL

BOTTOM EDGE ROSETTE ATTACHMENT E912" = 1'-0"

MEMORIAL WALL

BOTTOM EDGE ROSETTE ATTACHMENT

AutoCAD SHX Text

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

AutoCAD SHX Text 00404366

-1

/2 " R

EA

R

" F

R O

N T

1- 1/

2"

2" 20" 3/4"

2" 1-

3/ 4"

7/8"

7/8"

7/ 8"

7/ 8"

7/ 8"11-14"

1' -3

-3 4"

1-14"

1- 1 4"

1-1/4"

1- 1 4"

NOTE:

NICHE COVERS TO BE SUPPLIED

BY THE VA AND INSTALLED BY

THE CONTRACTOR.

NICHE

COVER

SEE DETAIL "A"

SEE DETAIL "B"

CAST IN PLACE

FASTENER HOLE

NICHE

CAST IN PLACE

FASTENER HOLE

4" THICK WHTE MARBLE

NICHE COVER

8" Ø HOLES

1- 3/

4"

1"Ø

3/8"

OVERLAP

(TYP)

3/8"

OVERLAP

(TYP)

1-1/4"

1- 1/

4"

3/ 4"

5/

" S

LO

T

3/4" SLOT

ON ℄

7/8"

1-1/2"

5/16" SLOT

3/ 4"

S

LO

T O

N

1-1/2"

1- 1/

4"

STAINLESS STEEL ROSETTE

STAINLESS STEEL

TAMPER PROOF

TORX HEAD SCREW

WHITE NEOPRENE WASHER

NICHE COVER

STAINLESS STEEL BOLT & HEX

NUT 14 - 20 UNC X 212" LONG

STAINLESS STEEL WASHER &

LOCKWASHER

PLASTIC SHIM WASHER

STAINLESS STEEL

WASHER

STAINLESS STEEL

CLIP ANGLE

STAINLESS STEEL

SPRING CLIP

STAINLESS STEEL TAMPER

PROOF TORX HEAD SCREW

STAINLESS STEEL

ROSETTE

WHITE NEOPRENE WASHER

NICHE

NICHE COVER

WHITE NEOPRENE WASHER

STAINLESS STEEL

ROSETTE

STAINLESS STEEL TAMPER

PROOF TORX HEAD SCREW

STAINLESS STEEL

SPRING CLIP

STAINLESS STEEL

SPRING CLIP

STAINLESS STEEL WASHER &

LOCKWASHER

NICHE

PLASTIC SHIM

WASHER

STAINLESS STEEL RECESSED

CARRIAGE BOLT & HEX NUT 1

- 20 UNC X 2" LONG

STAINLESS STEEL THREADED SPRING

CLIP TO RECEIVE TORX HEAD SCREW

WHITE NEOPRENE WASHER

STAINLESS STEEL TORX HEAD

BOLT TAMPER PROOF

#10-24UNC X 1 3

4" LONG

STAINLESS STEEL TAMPER PROOF

TORX HEAD SCREW

316 STAINLESS STEEL

ROSETTE BRUSHED

(MATTE) FINISH

22'-3 12 " IN

SID

E N

IC

H E (R

EAR

1'-3" IN

SID

E N

IC

H

E (FR

O N

T)

1'-4 12 " ℄

TO

2"

4"

4"

4"3

4"

1'-0" ℄ TO ℄

2" INSIDE NICHE (FRONT)

10" INSIDE NICHE (REAR)

8"

8"

8"

4"

4"

W/O COVERW/O COVERWITH COVER

4" COVER

3/8" OVERLAP

BOTTOM OF UNIT

1' -3

3 4" C

O

VE

R

8"

2"

3 8" O

VE

R

LA

P

3 4" T

YP

IC

AL

G

AP

(4) 3

8" Ø HOLES

IN NICHE COVER

A-504

COLUMBARIUM DETAILS 1

F56" = 1'-0"

SECTION THRU NICHE

B91" = 1"

DETAIL A

C91" = 1"

DETAIL B

D91" = 1"

S.S. CLIP ANGLE ASSEMBLY

F91" = 1"

S.S. CLIP ASSEBLY ISO & ROSETTEF16" = 1'-0"

NICHE COVER

C23/16" = 1'-0"

NICHE PLATE ASSEMBLY SEQUENCE - FRONT ELEV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A 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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

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AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

7' -0

8'-112"

TYP

3/16

1/ 4"

G

AP

1/ 4"

G

AP N

O

G

AP

1/ 4"

G

AP

NO GAPNO GAP

PLAN DETAIL

4A -TOP

PLAN DETAIL

4B -SIDEWALL

8'-112"

1'-10" 1'-10"

3'-8" ASSEMBLED

1'-034" 1'-0"

1' -1

0"

2"

1' -4

1 2" 1'

-3

11 2" 11 2"

2" 11

2"

1'-0"

7' -0

1' -2

1 2"

1' -3

11 2"

1'-8" 2"

8'-112"

6"9" 3" 3"

6"

3"

MEMORIAL

WALL

1. PRECAST CONCRETE NICHE UNIT.

2. STONE STAINLESS 304 STEEL VENEER

ANCHOR

3. RECESSED STAINLESS 304 STEEL WELD

PLATE AT CENTER OR END OF BACK TO

BACK PRECAST UNIT, SEE B2/A-505

4. 7"x1

2" STAINLESS 304 STEEL ANCHOR BOLT

5. MARBLE NICHE COVER (TYPICAL), SUPPLIED

BY THE VA AND INSTALLED BY CONTRACTOR,

SEE F1/A-504.

6. NICHE STAINLESS 304 STEEL FRONT

FASTENER ANGLES (TYPICAL) SEE A-504.

7. STONE VENEER

8. CMU WALL, SEE STRUCTURAL DRAWINGS

9. STAINLESS 304 STEEL WELD PLATE, SEE

DETAIL B2/A-505.

KEYED NOTES

7" X 12" STAINLESS 304 STEEL ANCHOR BOLT

CONCRETE

CMU

LEGEND AND SYMBOLS

A-505

COLUMBARIUM DETAILS 2

E33/4" = 1'-0"

TYPICAL REINFORCEMENT

DOUBLE SIDED COLUMBARIUM NICHE WALLS E63/4" = 1'-0"

SIDE ELEVATION VIEW

D33/4" = 1'-0"

PLAN VIEW

B23/4" = 1'-0"

TYP. WELD PLATE DETAILS B43" = 1'-0"

VENEER TO CONC WALL CONNECTION

44 4 4

4 4

4 4

3 9 333 33

C-505 D3

C-505 E6

C-505 E6

C-505 E6

C-505 E6

4" STAINLESS 304 STEEL

WELD STUDS

4" X 3" X 9" STAINLESS 304

STEEL WELD PLATE

CENTERED

4" X 3" X 9" STAINLESS 304

STEEL WELD PLATE

CENTERED

4" X 3" X 6" STAINLESS 304

STEEL WELD PLATE

CENTERED

4" X 3" X 6" 304 STAINLESS

304 STEEL WELD PLATE

CENTERED

4" X 3" X 6" 304 STAINLESS

304 STEEL PLATE

RECESSED & EMBEDDED

@ CORNER OF EACH WALL

4" X 3" X 6" STAINLESS 304

STEEL PLATE RECESSED &

EMBEDDED @ CORNER OF

EACH WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A 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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

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4" X 4" X 4"X6" 304

STAINLESS 304 STEEL

ANGLE -EA END OF WALL

4" X 1" X 3" 304 STAINLESS

304 WELD PLATE

4" X 6" X 6" 304 STAINLESS

304 WELD PLATE

4" STAINLESS 304 STEEL

WELD STUDS

PRECAST MEMORIAL

WALL UNIT

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

1. CUT STONE CAP.

2. STONE VENEER W/ STAINLESS STEEL ANCHORS.

3. STEEL COLUMN BY PREMANUFACTURED BUILDING

SUPPLIER.

4. CAST-IN-PLACE CONCRETE FOUNDATION OR FOOTING

SEE STRUCTURAL DRAWINGS.

5. ALL JOINTS TO BE FILLED WITH BACKER ROD AND

SEALANT.

6. LEVELING GROUT ON CONTINUOUS EPDM MEMBRANE.

7. STONE LEDGE.

8. CMU OR CONCRETE WALL / COLUMN, SEE

STRUCTURAL DRAWINGS.

9. 38" X 4" STAINLESS STEEL PINS INTO CAP. AFTER CAPS

HAVE BEEN SET, LOOSE-FIT PIN, SECURE PIN W/

NON-SHRINK GROUT (DO NOT GROUT PIN TO CAP)

KEYED NOTES

CONCRETE

STONE CAP

STONE VENEER

CMU

LEGEND AND SYMBOLS

1'-4"

1' -4

4"4"

2'-0"

4" 4"

2' -0

GRID

GRID

7"

BOND BREAKER

GROUT SOLID

#3 REBAR CAGE

@12" O.C. E/W

C-SHAPED

CMU BLOCK

COLUMN BASE

PLATE AND ANCHOR

BOLTS BELOW

4"4"

1'-0"1'-0" 2'-0"

6" 16"

9 2

4"4"

2'-8"

6" 7"

7" MIN

1'-4"

1'-1"1'-1" 2'-2"

6" 7"

2'-0" 1'-6"

GROUT SOLID

C-SHAPED

CMU BLOCK

2' -0

23'-8"

1' -4

2" JOINT TYP.

1 2 BELOW 5

4'-658"

A-506 B4

2' -8

2'-8"

2' -0

2" JOINT TYP.

1 2 BELOW

1'-334" 1'-334"

A-506 B4

7"

2' -8

2'-8"

2' -0

2" JOINT TYP.

1 2 BELOW

1'-334" 1'-334"

A-506 B4

7"

2" JOINT TYP.

7"

4'-658" 5'-1038" 1'-334"1'-334" 5'-1038"

4" STONE VENEER

STAINLESS STEEL CONT.

METAL TERMINATION BAR

MORTAR NET, CONT TO

CAP, IN 1" AIRSPACE

STAINLESS STEEL

THRU-WALL FLASHING

CELL VENT, BEYOND, SPACED @ 32"

O.C. MIN.

BACKER ROD

SEALANT

V A

R I E

S

M

I

T

O

S L A

B

O

R

G

R A

D E

CONC PLAZA SLAB

1/2" PREMOLDED EXPANSION

JOINT FILLER AT CONC SLAB

4"

STAINLESS STEEL DRIP

SACK-RUBBED FINISH ON

FOUND STELL WALL SURFACE

CMU BACKUP WALL

DAMP PROOFING (SHOWN AS HEAVY LINE)

TO COVER ALL UNEXPOSED STONE SURF

& CONC BACKUP WALL - TO 12" VERT

M

D

M

P R

O O

F I N

G

SEALANT

SEALANT

4" STONE VNR

4X4X3

8 STAINLESS STEEL LINTEL,

BENCH 4" MIN EA. SIDE

BACKER ROD AND

SEALANT

ELEC PANEL OR TAPS

BOX

BACKER ROD AND

SEALANT

CMU WALL

ROSETTE WITH

THREADED PIN

5/16" x 3" EXPANSION

BOLT OR APPROPRIATE

ANCHORAGE.

1/

2"

DETAIL OF FASTENING

2" MIN.

DRILL CUT IN CONCRETE OR

SOLID MASONRY AND FILLED

WITH MORTAR IMMEDIATELY

BEFORE SETTING SEAL.

3/8" [10mm] STAINLESS STEEL

THREADED STUDS SCREWED

INTO SOLID METAL PORTION ON

BACK OF SEAL. SEAL THEN TO BE

POSITIONED INTO HOLES WHILE

MORTAR IS STILL DAMP.

PROVIDE BRONZE BOLTS FOR

BRONZE SEAL.

SOLID METAL PORTION ON

BACK OF SEAL. DRILL AND

TAP FOR STUDS - 3

LOCATIONS AS INDICATED

ON ELEVATIONS.

EXTERIOR FACE OF CONCRETE

OR SOLID MASONRY WALL.

SAME AS ABOVE

MEDIUM PEBBLE FINISH

- ALL BACKGROUND

AREAS

LOCATION OF SOLID

METAL PORTION ON

BACK OF SEAL.

FRONT FACE OF SEAL

LOCATION OF SOLID

METAL PORTION ON

BACK OF SEAL.

PROFILE OF

SEAL

ROPE BORDER

CONTINUOUS

LOCATION OF SOLID

METAL PORTION ON

BACK OF SEAL.

SECTION THROUGH SEAL

SHOWING METHOD OF

ATTACHMENT

VA SEAL NOTES:

1.

2.

3.

4.

5.

6.

MATERIAL:

BRONZE: FEDERAL SPECIFICATION QQ-C-535B, COMPOSITION 2.

WORKMANSHIP:

CASTINGS SHALL BE OF UNIFORM QUALITY AND CONDITION, FREE FROM INJURIOUS

BLOWHOLES AND POROSITY, CRACKS AND OTHER DEFECTS AND NOT WARPED OR

DISTORTED, WELL FINISHED, FREE FROM BURRS, SHARP EDGES, SCRATCHES AND

DEFECTS THAT MAY AFFECT APPEARANCE OR SERVICEABILITY. CASTINGS SHALL NOT BE

REPAIRED, PLUGGED, WELDED, OR BURNED.

FINISH:

FINISH TO BE DETAILED, HAND CHASED FOR TRUE ALIGNMENT, FILED, BELT POLISHED

SIDES GROUND SMOOTH, RAISED SURFACES AND BORDERS, SUCH AS ALL RAISED

PORTIONS OF SEAL, EAGLE, SHIELD, LETTERING, ROPE BORDER ETC., TO BE POLISHED

AND BUFFED TO A BRIGHT SATIN FINISH, BACKGROUND TEXTURES TO BE REVERSE

MEDIUM PEBBLE BACKGROUND, FINE PEBBLE BACKGROUND, MOSS AS CAST, AS

INDICATED.

COATING:

BRONZE: CHEMICALLY OXIDIZE TO A STATUARY MEDIUM COLOR AND FINISH WITH ONE

COAT OF CLEAR PROTECTIVE EXTERIOR METAL LACQUER.

FASTENERS:

CORROSION RESISTING METAL COMPATIBLE WITH MATERIAL OF CASTING.

SEALS ARE TO BE SUPPLIED AND INSTALLED BY CONTRACTOR

2'-0"

SA

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H

1'-0"

2' -4

1/

2"

2 1/2"

1"

1"

1"

1"

TOP OF LETTERING

SATIN BRIGHT FACE ON ALL

SIDES OF LETTERING

CENTERLINE OF NAMES AND TITLES

REVERSE MEDIUM

PEBBLE BACKGROUND

STAR COVERS HEADS OF FASTENERS

(TYP. OF ALL CORNERS)

1/ 4"

1/4" 1/4"

1/ 4"

DEDICATION PLAQUE NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

PLAQUE WILL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR.

MATERIAL: THE PLAQUE SHALL BE CAST OF A LEAD FREE TIN BRONZE, SUCH AS C90300

(NAVY "G" BRONZE) OR SIMILAR ALLOY APPROVED BY V.A.

WORKMANSHIP: CASTINGS SHALL BE OF UNIFORM QUALITY AND CONDITION, FREE FROM

INJURIOUS BLOW HOLES AND POROSITY, CRACKS, AND OTHER DEFECTS AND NOT

WARPED OR DISTORTED, WELL FINISHED, FREE FROM BURRS, SHARP EDGES, SCRATCHES,

AND DEFECTS THAT MAY AFFECT APPEARANCE OR SERVICE-ABILITY. CASTINGS SHALL

NOT BE REPAIRED, PLUGGED, WELDED, OR BURNED.

FINISH: FINISH TO BE DETAILED, HAND CHASED FOR TRUE ALIGNMENT FILED, BELT

POLISHED SIDES GROUND SMOOTH, RAISED SURFACES AND BORDERS TO BE POLISHED

AND BUFFED TO A BRIGHT SATIN FINISH, BACKGROUND TEXTURES TO BE REVERSE

MEDIUM PEBBLE BACKGROUND, FINE PEBBLE BACKGROUND, MOSS AS CAST, AS

INDICATED.

COATING: BRONZE TO BE CHEMICALLY OXIDIZED TO A STATUARY MEDIUM COLOR AND

FINISH WITH ONE COAT OF CLEAR PROTECTIVE EXTERIOR METAL LACQUER.

FASTENERS: CORROSION RESISTANT METAL COMPARABLE WITH MATERIAL OR CASTING.

TEXT: INFORMATION FOR FILLING OUT PLAQUE WILL BE PROVIDED BY THE DEPARTMENT

OF VETERANS AFFAIRS AT TIME OF ORDER FOR INDIVIDUAL PLAQUE. PRIOR TO CASTING,

RUBBINGS WILL BE PROVIDED TO VA FOR REVIEW.

PLAQUE IS TO BE CONTRACTOR ORDERED FROM HTTP:/WWW.MATHEWSBRONZE.COM/.

PLAQUE IS TO BE CONTRACTOR INSTALLED.

REQUIRED SEALS:

1.

2.

3.

4.

5.

6.

7.

VA SEAL 48" DIA.

ARMY - 18" DIA.

NAVY - 18" DIA.

MARINES -18" DIA.

AIR FORCE - 18" DIA.

COAST GUARD - 18" DIA.

SPACE FORCE - 18" DIA.

DEDICATED TO THE MEMORY OF

ALL THE PATRIOTIC MEN AND WOMEN

WHO ANSWERED THEIR COUNTRY'S CALL TO SERVICE

VA NATIONAL CEMETERY

CEDAR CITY

1/

2"

Joseph R. Biden Jr.

PRESIDENT OF THE UNITED STATES

Denis McDonough

SECRETARY

U.S. DEPARTMENT OF VETERANS AFFAIRS

Honorable Matthew T. Quinn

UNDER SECRETARY FOR MEMORIAL AFFAIRS

NATIONAL CEMETERY ADMINISTRATION

THIS SITE DEDICATED

00/00/2023

2" 2"

2"

1/ 2"

2"

1/ 2"

2"

1/ 2"

1/

2" 2"

1/

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1 4"

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3 8"

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DETAILS

B11" = 1'-0"

COLUMN DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

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B41 1/2" = 1'-0"

COMMITTAL SHELTER

STONE CAP SECTIONS B71 1/2" = 1'-0"

COMMITTAL SHELTER

STONE CAP PLANS

F93" = 1'-0"

TYPICAL

STONE WALL FLASHING

F6NTS

DEDICATION PLAQUEF3NTS

TYPICAL SEAL DETAIL

D9NTS

DISCONNECT AND TAPS

INSET DETAIL

B61 1/2" = 1'-0"

RETAINING WALL

STONE CAP SECTIONS

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AutoCAD SHX Text

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

2" HEIGHT TEXT (O

BOLD) ENGRAVED 1

2"

DEPTH.

"THE SOLEMN PRIDE

THAT MUST BE YOURS

TO HAVE LAID SO

COSTLY A SACRIFICE

UPON THE ALTER OF

FREEDOM"

ABRAHAM LINCOLN

3'-4"

1'-8" 1'-8"

LAYOUT LINE

GETTYSBURG ADDRESS

PLAQUE & MOUNTING BOLTS

TO BE PROVIDED AND

INSTALLED BY CONTRACTOR

SIERRA WHITE GRANITE (ONE

PIECE)

POLISHED FINISH

SPLIT FINISH, TYP.

LAYOUT POINT, SEE C-301

FOR LOCATION

EXPANSION JOINT WITH

BACKER ROD AND SEALANT

FINISH GRADE

S.S. ANCHOR PINS/BOLTS

PROVIDE SHOP DRAWINGS,

TYP.

REINF. CONC. FNDN.,

4,000PSI WITH BROOM

FINISH TOP

#4 TIES @ 8" O.C., TYP.

#5 BARS VERTICAL 12"

O.C.EACH FACE, TYP. #5

BARS VERTICAL 12" O.C. EACH

WAY, TYP.

5' -2

8"

5' -1

0" 2'

-6

1' -0

" UNDISTURBED NATIVE SOIL OR

FILL COMPACTED TO 95% OF

STANDARD PROCTOR MAX DRY

DENSITY. 1500 PSF BEARING

CAPACITY.

FRONT PROFILE

NOTE:

PLAQUE IS TO BE CONTRACTOR ORDERED FROM ROCK ISLAND

ARSENAL JMTC. CONTACT PROGRAM MANAGER CALEB CONLEY

(309) 782-1508. PLAQUE IS TO BE CONTRACTOR INSTALLED.

4"

POLISHED FINISH

GETTYSBURG ADDRESS

PLAQUE & MOUNTING BOLTS

TO BE PROVIDED AND

INSTALLED BY CONTRACTOR

SIERRA WHITE GRANITE (ONE

PIECE)

DIAMOND NO. 8 FINISH, TYP.

SPLIT FINISH, TYP.

LAYOUT POINT, SEE C-301

FOR LOCATION

EXPANSION JOINT WITH BACKER

ROD AND SEALANT

FINISH GRADE

S.S. ANCHOR PINS/BOLTS

PROVIDE SHOP DRAWINGS,

TYP.

SIDE PROFILE

34" X 57"

PLAQUE

1'-3" 1'-3"

LAYOUT LINE

SIERRA WHITE GRANITE

(ONE PIECE)

POLISHED FINISH

SPLIT FINISH, TYP.

LAYOUT POINT, SEE

C-301FOR LOCATION

FINISH GRADE

S.S. ANCHOR PINS/BOLTS

PROVIDE SHOP DRAWINGS,

TYP.

3' -13 8"

8"

3' -93 8"

2' -6

1'

-0

1'-3" 1'-3"

3' -13 8"

8"

3' -93 8"

2' -6

1'

-0

S.S. ANCHOR PINS/BOLTS

PROVIDE SHOP DRAWINGS,

TYP.

LAYOUT POINT, SEE C-301

FOR LOCATION

FINISH GRADE

SIERRA WHITE GRANITE

(ONE PIECE)

POLISHED FINISH

SPLIT FINISH, TYP.

BIVOUAC OF THE DEAD

PLAQUE & MOUNTING BOLTS

TO BE PROVIDED AND

INSTALLED BY CONTRACTOR

LAYOUT LINE

S.S. ANCHOR

PINS/BOLTS PROVIDE

SHOP DRAWINGS, TYP.

LAYOUT POINT, SEE C301FOR

LOCATION

FINISH GRADE

SPLIT FINISH, TYP.

DIAMOND NO. 8 FINISH, TYP.

SIERRA WHITE GRANITE

(ONE PIECE)

POLISHED FINISH4"

#4 TIES @ 8" O.C., TYP.

#5 BARS VERTICAL 12"

O.C.EACH FACE, TYPE. #5

O.C.BARS VERTICAL 12" O.C.

EACH WAY, TYP.

EXPANSION JOINT WITH BACKER

ROD AND SEALANT

18" X 24"

PLAQUE

SIERRA WHITE GRANITE

(ONE PIECE)

GETTYSBURG ADDRESS

PLAQUE & MOUNTING BOLTS

TO BE PROVIDED AND

INSTALLED BY CONTRACTOR

FOUNDATIONLAYOUT POINT (FACE OF

FOUNDATION) SEE C-301

FOR LOCATION

TYPICAL MONUMENT

PLAN VIEW

1'-3"

1'-3" 6"

2'-6" 3'-6"

9"

2' -6

1'

-0 " 6"

6" 9"

9"

2' -6

1'

-0 " 6"

6" 9"

6"

6"6" 1'-8"1'-8"

3'-4" 4'-4"

SIERRA WHITE GRANITE

(ONE PIECE)

GETTYSBURG ADDRESS

PLAQUE & MOUNTING BOLTS

TO BE PROVIDED AND

INSTALLED BY CONTRACTOR

FOUNDATION

LAYOUT POINT (FACE OF

FOUNDATION) SEE C-301

FOR LOCATION

2" X 14" STAINLESS STEEL DOWELS @

12" O.C. EPOXY DOWELS AND

GRANITE SLAB END JOINTS TO

PROVIDE A MONOLITHIC PEDESTAL.

2'-0" X 2''-6" BEVELED TOP SECURE

TOP TO PEDESTAL BASE WITH EPOXY

2'-6"

2" 4" 1'-6"

2' -0

1' -8

2'-6"

2'-2"

2" 2"

2"

3" 3'

-6

BEVELED GRANITE TOP.

EPOXY GROUT TO

PEDESTAL BASE

S.S GRAVE LOCATOR BOX

SUPPLIED BY NCA

4" THICK GRANITE SLAB, TYP.

#4 TIES @ 8" O.C., TYP.

#5 BARS VERTICAL 12"

O.C.EACH FACE, TYP.

BARS VERTICAL 12" O.C. EACH

WAY, TYP.

2' -6

1'

-0

4" X 4" STAINLESS STEEL DOWELS.

(4) REQUIRED. EPOXY GROUT

DOWELS INTO CONCRETE SLAB

AND GRANITE PEDESTAL.

FINISH GRADE (CONCRETE

PAVEMENT), TYP.

GRAVE

LOCATOR

S.S ANCHOR PINS/BOLTS

PROVIDE SHOW DRAWINGS, TYP.

LAYOUT POINT, SEE C301 FOR

LOCATION

2' -6

1'

-0

3' -6

S.S. TAMPER-PROOF SCREW (3)

REQUIRED - ONE EACH SIDE AND

REAR PANEL. ANCHOR INTO

GRANITE PEDESTAL BASE

5"

CONTINUOUS DRIP EDGE SLOT

2'-0"

2"

2' -97 8"

1'-8"

1'-57 8"

1'-311 16"

713 16

1'-311 16"

S.S. COUNTINUOUS

HINGE

3"

37 8"

4" DIA. HOLE. PROVIDE ON BOTH SIDE

PANELS AND ONE ON THE REAR PANEL

OF THE BOX.

37 8" 713 16

1'-511 16"

813 16

"GRAVE

LOCATORS.S. CONTINUOUS

HINGE

ENGRAVE OR ATTACH PERMANENT WHITE

REFLECTIVE SIGN LETTERS ON GRAVE

OCATOR BOX LID

GRAVE LOCATOR BOX TO BE FABRICATED FROM 16

GA STAINLESS STEEL. GRAVE LOCATOR BOX LID

SHALL BE FABRICATED FROM 12 GA STAINLESS

STEEL. ALL CORNERS SHALL BE WELDED.

CONTINUOUS HINGE SHALL BE STAINLESS STEEL.

SPOT WELD HINGE TO BOX AND LID. ALL

DISCOLORATION FROM WELDS SHALL BE

REMOVED AND STEEL PLATES SHALL BE POLISHED

TO PROVIDE A SMOOTH FINISH FREE OF

IMPERFECTIONS. SECURE THE GRAVE LOCATOR

BOX TO THE GRANITE PEDESTAL WITH

TAMPER-PROOF SCREWS.

PLAN VIEW

BIVOUAC OF THE

DEAD MONUMENT

PATRIOTIC SLOGAN

MONUMENT

TYPICAL MONUMENT

SIDE PROFILE

2'-6" 2'-6"

NOTE:

PLAQUE IS TO BE CONTRACTOR ORDERED FROM SOUTHWELL

CO. 928 N. ALAMO, SAN ANTONIO, TX. PLAQUE IS TO BE

CONTRACTOR INSTALLED.

REINF. CONC. FNDN.,

4,000PSI WITH BROOM

FINISH TOP

UNDISTURBED NATIVE SOIL OR

FILL COMPACTED TO 95% OF

STANDARD PROCTOR MAX DRY

DENSITY. 1500 PSF BEARING

CAPACITY.

REINF. CONC. FNDN.,

4,000PSI WITH BROOM

FINISH TOP

UNDISTURBED NATIVE SOIL OR

FILL COMPACTED TO 95% OF

STANDARD PROCTOR MAX DRY

DENSITY. 1500 PSF BEARING

CAPACITY.

REINF. CONC. FNDN.,

4,000PSI WITH BROOM

FINISH TOP

UNDISTURBED NATIVE SOIL OR

FILL COMPACTED TO 95% OF

STANDARD PROCTOR MAX DRY

DENSITY. 1500 PSF BEARING

CAPACITY.

REINF. CONC. FNDN.,

4,000PSI WITH BROOM

FINISH TOP

UNDISTURBED NATIVE SOIL OR

FILL COMPACTED TO 95% OF

STANDARD PROCTOR MAX DRY

DENSITY. 1500 PSF BEARING

CAPACITY.

REINF. CONC. FNDN.,

4,000PSI WITH BROOM

FINISH TOP

UNDISTURBED NATIVE SOIL OR

FILL COMPACTED TO 95% OF

STANDARD PROCTOR MAX DRY

DENSITY. 1500 PSF BEARING

CAPACITY.

GRAVE LOCATOR BOX TO BE SUPPLIED BY THE NCA

FLORAL REG. SIGN

ELEVATION

2' -6

1'-0"

2" 3"

2"

#3 BARS, VERTICAL

AND CIRCULAR AS

SHOWN, TYP.

PLAZA SLAB

BRONZE

PLAQUE AND

POST PROVIDED

BY THE NCA

REINF. CONC. FNDN.,

4,000PSI WITH BROOM

FINISH TOP

UNDISTURBED NATIVE SOIL

OR FILL COMPACTED TO 95%

OF STANDARD PROCTOR

MAX DRY DENSITY. 1500 PSF

BEARING CAPACITY.

CARRY THE LOAD

PLAQUE AND POST

PROVIDED BY THE

NCA AND INSTALLED

BY THE CONTRACTOR

A-507

SITE AMENITY DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

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B

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

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F1 N.T.S.

GETTYSBURG ADDRESS MONUMENT

E4 N.T.S.

BIVOUAC OF THE DEAD AND PATRIOTIC SLOGAN MONUMENTS

F8 N.T.S.

KIOSK MONUMENT

C8 N.T.S.

KIOSK (GRAVESITE LOCATOR) BOX C9 N.T.S.

CARRY THE LOAD PLAQUE

AutoCAD SHX Text

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

2"

4"

3'-0"

2'-6"

2"

3'-6"

2"

4"

1'-6"

1'-6"

2"

3'-6" 3'-6"

8"

2" 3'-0"

1'-6"3'-0"2"

4"

3'-0"

PLAN VIEW

ELEVATION

PLAN VIEW

ELEVATION

PLAN VIEW

A. ONE TEXT LINE ELEVATION

SIGN PANEL; SEE

DETAILS ON A-509

METAL POST

SIGN PANEL

METAL POST

SIGN PANEL; SEE

DETAIL ON A-509

METAL POST

SIGN PANEL; SEE

DETAILS ON A-509

METAL POST

SIGN PANEL

2" x 4" OR 4" x 4" TUBULAR

ALUMINUM POST

SIGN PANEL SHEET POWDER

COATED ALUMINUM

POWDER COATED

ALUMINUM CHANNEL

POWDER COATED

ALUMINUM TAMPER-PROOF

SCREWS TO SECURE SHEET

ALUMINUM SIGN PANEL TO

ALUMINUM CHANNEL

ENSURE CRISP CORNERS

AND BENDS

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2"3"

2"

4" x 4" TUBULAR ALUMINUM

POST

1/8" ALUMINUM SIGN PANEL

3'-0"

B. TWO TEXT LINES ELEVATION

POWDER COATED

ALUMINUM CHANNEL

1"

1"

1"

METAL POST

3'-6"

1'-0"

2" 1"

METAL POST

TEXT AS SHOWN ON DETAILS

& SIGNAGE SCHEDULE

2 SIGN PANELS BACK TO BACK

TEXT AS SHOWN ON DETAILS

& SIGNAGE SCHEDULE

2 SIGN PANELS BACK TO BACK

TEXT AS SHOWN ON DETAILS

& SIGNAGE SCHEDULE

2 SIGN PANELS BACK TO BACK

1" 1"

POWDER COATED ALUMINUM

TAMPER-PROOF SCREWS,

COLOR TO MATCH SIGN PANEL

POWDER COATED ALUMINUM 1"Ø

x 1/8" WASHER

2" x 11

4" X 18" POWDER

COATED ALUMINUM

CHANNEL

2" x 4" TUBULAR ALUMINUM

POST

1/8" ALUMINUM SIGN PANEL

4"

SIGNAGE:

1. PANELS TO BE 1/8" POWDER COATED ALUMINUM WITH DARK BRONZE BACKGROUND COLOR. PROVIDE COLOR

SAMPLES TO OWNER FOR APPROVAL.

2. PROVIDE A MINUMUM OF 2-3/4" CLEAR SPACE BETWEEN TEXT AND SIGN EDGE. OVERALL SIGN DIMENSIONS TO BE UNIFORM TO THE MAXIMUM EXTENT POSSIBLE. SUBMIT SIGN SHOP DRAWINGS SHOWING OVERALL SIGN DIMENSIONS

AND TEXT LAYOUT TO OWNER FOR APPROVAL.

3. SIGN PANELS TO BE BENT INTO AN UPSIDE DOWN "U" SHAPE. ENSURE NO SHARP CORNERS.

4. SIGN TEXT TYPEFACE TO BE HELVETICA BOLD, INITIAL CAPITAL AND LOWER CASE 2-1/2" HEIGHT MINIMUM UNLESS

NOTED OTHERWISE.

5. SIGN TEXT COLOR TO BE REFLECTIVE WHITE EQUAL TO PMS #454. PROVIDE COLOR SAMPLES TO OWNER FOR

APPROVAL.

TEXT AS

SHOWN ON

DETAILS &

SIGNAGE

SCHEDULE

SIGN PANEL; SEE

DETAIL ON A-509

POWDER COATED ALUMINUM 1"Ø

x 1/8" WASHER

2" x 11

4" X 18" POWDER

COATED ALUMINUM

CHANNEL

POWDER COATED

ALUMINUM CHANNEL POWDER COATED

ALUMINUM CHANNEL

POWDER COATED

ALUMINUM CHANNEL

SUBGRADE

SUBGRADE

SUBGRADE

SUBGRADE

POWDER COATED

ALUMINUM POST CAP

C2 A-510

C2 A-510

C2 A-510

C5 A-510

6'-0"

4'-0"

2" 3'-0"

3'-0"2"

4"

PLAN VIEW

SIGN PANEL; SEE

DETAIL ON A-509

1"

METAL POSTTEXT AND IMAGE AS SHOWN ON

DETAILS & SIGNAGE SCHEDULE

1"

POWDER COATED

ALUMINUM CHANNEL

SUBGRADE

C2 A-510

ELEVATION

2"x4" POWDER COATED

TUBULAR ALUMINUM POST

4'-0" MIN.

POSITION AS PER SITE PLAN

DRAWINGS

EDGE OF ROAD

NOTE:

ALL LAWNS & IRRIGATION

LINES WITHIN THE BURIAL

SECTIONS SHALL BE

INSTALLED AND ACCEPTED

PRIOR TO MONUMENT-BASE

PLACEMENT; ALL LAWNS &

IRRIGATION LINES DAMAGED

DURING INSTALLATION SHALL

BE REPAIRED AT

CONTRACTOR'S EXPENSE

3 14"

2' -6

1" MIN

3 14"

1 2"

SET FLUSH

WITH FINISH

GRADE

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MONUMENT MARKER

CONCRETE BASE

EDGE OF MONUMENT MARKER SHALL BE NO

CLOSER THAN 1" TO OUTSIDE EDGE OF

CONCRETE

MONUMENT MARKER (PROTECT VISIBLE

SURFACES DURING PLACEMENT INTO

CONCRETE)

1'-0" LENGTH OF #6 STEEL REBAR, FIRMLY

SECURED TO MONUMENT MARKER; SET

INTO CONC. MONUMENT BASE

SMOOTH-TROWEL FINISH TOP SURFACE,

ENSURING POSITIVE DRAINAGE

8" PVC PIPE FILLIED W/4,000 PSI CONCRETE

@ 28 DAYS

GAP AROUND PVC PIPE & SURROUNDING

EARTH SHALL BE FILLED WITH CONCRETE

TO WITHIN 4" OF FINISH GRADE

COMPACTED APPROVED FILL OR NATIVE

EARTH

8" DIA.

CROSS-HAIRS MUST FALL

WITHIN 34" OF THE CENTER OF

THE MARKER OR THE ENTIRE

MONUMENT MUST BE REMOVED

REQUIRED TEXT ENGRADED ON CAP, TYP.

1/32" DEPTH FIELD-INCISED HAIRS ON

CAP; CROSS-HAIRS SHALL BE

PARALLEL & PERPENDICULAR TO THE

GRAVESITE GRIDLINES & PRECISE TO ±

0.005' AND BE A MINIMUM 1" LONG.

3-1/4" DIA. FORGED ALUMINUM

DOMED-TOP MONUMENT MARKER WITH

PLASTIC INSULATOR WITH HEX SOCKET

TO RECEIVE REBAR

PLASTIC INSERT

INTEGRAL MAGNET

DOMED TOP

PLAN

SECTION

PLAN

7 12"

1" 1"

8"

8"

8"

8"

3 34"

4"

8"

8"

PRE CAST CONCRETE PYLON LIGHT

SANDBLAST FINISH

ALUMINUM SIGH 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

2' -0

1'

-0

1 2"

1'-0" 2'-0"

PRE CAST CONCRETE

MOW PAD, BROOM

SWEPT FINISH

2' -6

1' -4

7"

3"

7 12" MEDIUM BRONZE ANODIZED ALUMINUM

SIGN 3"X9" (TYPE. ALL 4 SIDES) NUMBER

AS SHOWN ON PLANS

EXP. JT. ALL AROUND

FINISH GRADE

1"

3# BAR AS SHOWN EACH WAY

3"

7 12"

POST

NO SEALANT BETWEEN

POST AND COLLAR. TO

FLOAT ON GRAVEL BASE

2" CHAMFER -4 SIDES.

TOP ONLY

PRE CAST CONCRETE

MOW PAD, BROOM

SWEPT FINISH

6" 3 34"

4" TOOLED RADIUS

POWDER COATED

ALUMINUM POST CAP

POWDER COATED

ALUMINUM POST CAP

POWDER COATED

ALUMINUM POST CAP

POWDER COATED

ALUMINUM POST CAP

SIGN PANEL HEAVY DUTY ALUMINUM.

LETTERING AND COLORS TO COMPLY

WITH THE MUTCD LATEST EDITION OF

STANDARD HIGHWAY SIGNS.

TUBULAR ALUMINUM POST (M1); SQUARE

2"X2"X1/8" THICK; POWDER COATED FINISH, SEE

SPECIFICATIONS; COLOR TO MATCH MATTHEWS

NO. MP07458 (CUSTOM COLOR). PROVIDE TOP

CAP SECURED WITH

POWDER COATED ALUM.

TAMPERPROOF SCREWS

FINISH GRADE

(LAWN OR PAVEMENT)

4,000 PSI (MIN.) CONC.

FOOTING; PROVIDE 1/4"

PER FOOT WASH ON TOP

COMPACTED SUBGRADE

M

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ENSURE POSITIVE

DRAINAGE AWAY

FROM POST

FINISH GRADE TO BE

1/2" BELOW TOP OF

FOOTING ELEVATION

1/2" RADIUS AROUND

ALL EDGES

3'-0"

1'-3" 1'-3"

6"

SIGN DESIGNATION: MUTCD R1-1

SIGN KEY: REG1

NOTE: STOP SIGN TO COMPLY

WITH UTAH TRANSPORTATION

DEPARTMENT STANDARDS.

1'-0" DIA

COLOR:

RED

COLOR:

WHITE

F1 N.T.S.

VISITOR INFO. & FLORAL REGULATIONS SIGNS

D1 N.T.S.

MULTIPLE TEXT LINE SIGNS

C6 N.T.S.

INFO. & TRAFFIC REGULATORY SIGNS

F6 N.T.S.

PANEL AND POST MOUNTING DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

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B

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

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SIGNAGE ELEVATION DETAILS

C4 N.T.S.

CEMETERY MAP SIGN

CKSF

D6 N.T.S.

SIGN POST DISTANCE FROM ROAD

F9 N.T.S.

GRAVESITE GRID MONUMENT

D9 N.T.S.

MONUMENT MARKER

B9 N.T.S.

GRAVE SECTION MARKER DETAIL

F3 N.T.S.

STOP SIGN DETAIL

AutoCAD SHX Text

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

2"

1" 1"

3'-0"

4" 2 34" 11 2"

4"

4"

2"8"

3'-0"

2'-6" Committal Shelter

SOUTH ELEVATION

Gravesite Locator

Cemetery Map

3'-0" 2" 23

4" 11 2"

4"

2"

2"

1'-6"

2"

4"

SOUTH ELEVATION

Columbarium A

Assembly Area

3'-0" 2" 2 34" 11

2"

4"

2"

2"

1'-0"

2"

4"

2"

1'-6"EQ.

EQ.11

2"

3"

1"

2"

EQ. EQ.

1'-6"

SPEED

LIMIT

8"3

8"

8" 3

8"

3"

1'-6"

EQ.EQ.

EQ.EQ.

EQ.

1'-6"

℄ EQ.

EQ.

8"

8"

NOTE:

1. SIGN TYPE: NC-03.01C-M2

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE

12-2-4 , FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE ONE SIGN PANEL AND ONE BLANK

PANEL ON BACK SIDE.

NOTE:

1. SIGN TYPE: NC-01.03D-M2

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 ,

FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE ONE SIGN PANEL AND ONE BLANK PANEL ON

BACK SIDE.

NOTE:

1. SIGN TYPE: NC-04.01B-M2

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE 2 SIGN PANELS BACK TO BACK

NOTE:

1. SIGN TYPE: NC-04.02B-M2

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE 2 SIGN PANELS BACK TO BACK

NOTE:

1. SIGN TYPE: NC-01.01-M2

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE ONE SIGN PANEL AND ONE BLANK PANEL ON BACK SIDE.

NOTE:

1. SIGN TYPE: NC-01.02A-M2

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE ONE SIGN PANEL AND ONE BLANK PANEL ON BACK SIDE.

NOTE:

1. SIGN TYPE: NC-04.02B-M2

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE 2 SIGN PANELS BACK TO BACK

Burial Sections:

1, 2, 3, 4

3'-0" 2" 2 34" 11

2"

4"

2"

2"

1'-0"

2"

4"

NOTE:

1. SIGN TYPE: NC-04.02B-M2

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE 2 SIGN PANELS BACK TO BACK

NOTE:

1. SIGN TYPE: NC-02.02-M2

2. FONT IS TO BE OPTIMA BOLD

3. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA SPECIFIED PANEL COLORS.

4. FINAL GRAPHICS ARE TO BE COORDINATED WITH THE VA DURING CONSTRUCTION AND GRAPHICS

DESIGN.

3. PROVIDE ONE SIGN PANEL AND ONE BLANK PANEL ON BACK SIDE.

1'-6" 1 12" ℄

1'-6"

NOTE:

1. SIGN TYPE: NC-01.03A-M2 WITH "DO NOT ENTER" TEXT IN

PLACE OF "AUTHORIZED VEHICLES ONLY".

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 ,

FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE ONE SIGN PANEL AND ONE BLANK PANEL ON

BACK SIDE.

1" 1"

Visitation Hours: Dawn - Dusk

PROHIBITED ACTIVITIES (See also 38 CFR 1.218):

VISITOR INFORMATION

2"1

2"1 12"

2"3

4"

2"

1"

FLORAL REGULATIONS

2"

1" 1"

3'-0"

2'-6"

1" 1"

4" 1

2"

2"

1"

WHITE BORDER -TYPICAL

WHITE BORDER -TYPICAL

NO FIREARMS

OR WEAPONS

ALLOWED ON

THIS PROPERTY

18 USC 930

S

S

NOTICE

DO NOT

ENTER

Restroom

2"

2"

Burial Sections:

5,6

3'-0" 2" 2 34" 11

2"

4"

2"

2"

1'-0"

2"

4"

NOTE:

1. SIGN TYPE: NC-04.02B-M2

2. SEE NATIONAL CEMETERY SIGN MANUAL, PAGE 12-2-4 , FOR NCA SPECIFIED PANEL COLORS.

3. PROVIDE 2 SIGN PANELS BACK TO BACK

3"

1 12"

1 12"

2"

15"

1. Fresh cut flowers may be placed on graves at any time. Columbaria have a small, rocked area at the base of each wall for the placement of flowers. Temporary flower containers are in baskets distributed throughout the cemetery for your use.

2. Artificial flowers are permitted on graves during the periods of November 1st through March 31st.

3. Christmas wreaths or floral grave blankets are permitted on graves during the Christmas season from December

1st through the second Thursday in January. Floral blankets may not be larger in size than 2 x 3 feet. Christmas trees and lights will be removed from the gravesites.

4. All items will be removed from the gravesites on the 2nd Thursday of each month. Floral items will be removed from graves when they become faded or unsightly

5. Permanent plantings and potted plants are not permitted on graves at any time.

6. Prohibited items including balloons, pinwheels, wind chimes, candles, artificial lights, statues, stuffed animals, alcoholic products, breakable objects of any nature (anything glass, etc.), toys, shepherd's hooks, ammunition, and other commemorative items are not permitted on graves at any time. Unauthorized items found on graves are considered abandoned, revert to Federal property, and will be removed and disposed of by cemetery personnel.

7. Floral items, wreaths or any other types of decorations are not to be attached or tied to, extend above, or be placed on headstones, markers, or niche covers. An exception is granted for the placement of U.S. coins (military tradition) and small, unpainted stones (if consistent with a religious faith tradition) on a headstone, marker, or niche cover.

8. Do not place rocks, coins, or other small, durable items at the base of a headstone or marker as it can become a dangerous projectile if caught by grounds maintenance equipment.

1. Please do not sit on, lean against, climb on, or affix any items to the headstones, markers, niche covers or monuments.

2. Any form of sports or recreational activities, to include (but not limited to) jogging, bicycling, skating, picnicking, or fishing.

3. Headstones, markers niche covers are Federal Property. Altering or marking by paint, marker, lipstick, glue, or any other means is considered vandalism and may be subject to penalty.

4. Demonstrations, public gatherings of a political nature, or any organized gathering or event not approved in advance by the Cemetery Director.

5. Cutting, breaking, or injuring trees, shrubs, grass, or other plantings.

6. Boisterous activity.

7. Pets on the property, except for identified service dogs, which must be on a leash, harness, or tether, unless such interfere with the service dog's function, in which case it must be otherwise under the handler's control (e.g., voice control, signals, or other effective means).

8. Entering the cemetery during the hours of darkness.

2"

The Cemetery Manager can be reached at (###) ###-#### M-F, 8:00 a.m. to 4:30 p.m., excluding Federal Holidays.3

4"

UNKNOWN R

OAD

NORTH

YOU ARE

HERE

FLAG ASSEMBLY AREA

MONUMENTS

GRAVESITE

LOCATOR

COLUMBARIUM A

MEMORIAL WALL M-1

COMMITTAL SHELTER

RESTROOM

Cedar City National Cemetery

B1 N.T.S.

COMMITAL SHELTER PANEL

C1 N.T.S.

MAP / LOCATOR PANEL

B3 N.T.S.

VISITOR INFORMATION SIGN PANEL

C3 N.T.S.

FLORAL REGULATIONS SIGN PANEL

D5 N.T.S.

SPEED LIMIT SIGN PANEL

B5 N.T.S.

NO FIREARMS SIGN PANEL

C7 N,T,S, PROJECT SIGN

F7 N.T.S.

SAFETY SIGN

0 0 0

ON SAFETY

ZERO

Department of Veterans Affairs

PAINTED BORDER

MEMBER BLACK ENAMEL

2" X 4" FRAME AND BRACES

IN SAME PLANE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS

LETTERING TO BE

HELVETICA STYLE 5"

HIGH

METAL FACE WHITE

ENAMEL

LETTERING TO BE

HELVETICA STYLE 3"

HIGH TO BE CENTERED

HORIZONTALLY

2" X 4" FRAME AND

BRACE IN BACK

LETTERING TO BE

HELVETICA STYLE 2" HIGH

TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

4" X 4" POSTS

PAINTED WHITE

BORDER MEMBER

PAINTED BLACK

BACKGROUND TO BE

PAINTED WHITE

LETTERING TO BE

HELVETICA STYLE 1"

HIGH TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

SURROUNDING BORDER TO

BE BLUE

CENTER TO BE WHITE

8'-8"

6'-6"

6"

1-1/2"

3"

5"

2"

5"

5" 3" 2"

1-1/2"

VARIES;

AVERAGE 3'-0"

4'-0" MIN.

3"

6"

9"

6"

3" 2" 3"

6"

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF PROJECT

TITLE WHICH IS TO BE BLUE

NOTE:

ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

SECTION ON CENTERELEVATION

4'-0"

BRACING SEE

CONSTRUCTION SIGN

SECTION DETAIL

C7/A-509

3'-0"

VARIES

3'-0"

BLUE

BLUE OUTLINE WITH

WHITE INTERIOR

JOINT BRACING

BLUE

WHITE

RED

RED

2"

2"

PROVIDE (3) SETS OF

REMOVABLE NUMERALS

PAINTED ON 1/8" TEMPERED

HARDBOARD

2"

1-3/4"

2"

WOOD STRIPS

BRACING

4" X 4" POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

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A

B

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

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SIGNAGE PANEL DETAILS &

CONSTRUCTION SIGNAGE

D1 N.T.S.

COLUMBARIA / ASSEMBLY PANEL

E1 N.T.S.

BURIAL SECTION PANEL

E3 N.T.S.

SITE LOCATOR MAP F5 N.T.S.

SIGNAGE SCHEDULE

MAP COLOR LEGEND

FEATURE RGB COLOR IDENTIFICATION

ROADS R=91, G=91, B=91

WALKWAYS R=173, G=173, B=173

IN GROUND CREMAINS ZONES R=0, G=153, B=0

ALL OTHER BURIAL TYPES ZONES R=76, G=153, B=114

COLUMBARIUM PLAZA R=255, B=159, G=127

FLAG ASSEMBLY AREA R=214, G=214, B=214

COMMITTAL SHELTER R=255, G=127, B=127

FENCE & COLUMBARIUM OUTLINES R=255, G=0. B=0

ANNOTATIONS, TITLES, & TEXT R=51, G=51, B=51

D6 N.T.S.

DO NOT ENTER SIGN PANEL

F1 N.T.S.

BURIAL SECTION PANEL

4'-0"

3'-0"

SFTM

AutoCAD SHX Text

GETTYSBURG PLAQUE

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GRAVESITE LOCATOR KIOSK

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BIVOUAC OF THE DEAD PLAQUE

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PATRIOTIC SLOGAN

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CONTRACTOR'S NAME

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THE LIFE YOU SAVE MAY BE YOUR OWN

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WITHOUT A LOST TIME ACCIDENT

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DAYS

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HAS WORKED

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THIS PROJECT

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DEPARTMENT OF

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VETERANS AFFAIRS

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VA NATIONAL CEMETERY, CEDAR CITY

AutoCAD SHX Text

RURAL INITIATIVE

AutoCAD SHX Text

PHASE 1 DEVELOPMENT

AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN AND CONSTRUCTION SERVICE WASHINGTON, D.C.

AutoCAD SHX Text

GENERAL CONTRACTOR: : NAME: LOCATION:

AutoCAD SHX Text

ARCHITECT/ENGINEER: : NAME: LOCATION:

AutoCAD SHX Text

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

2" CLR.

#5 DOWEL (TYP.)

#4 TIE (TYP.)

2" CLR.

#5 DOWEL (TYP.)

#4 TIE (TYP.)

FINISH GRADE

4" x 4" TUBULAR POWDER

COATED ALUMINUM POST

3'-8"

CONCRETE FOOTING -

SQUARE PROVIDE 1/4"

PER WASH ON TOP

6"

MIN.

1'-0"

HSS 2 12"x11 2"x1

4" TUBE

CENTERED IN PIER (TYP.)

HSS 2 12"x11 2"x1

4" TUBE

CENTERED IN PIER (TYP.)

FINISH GRADE

2'-6"

#5 DOWEL (TYP.)

2" CLR.

2" x 4" TUBULAR POWDER

COATED ALUMINUM SIGN

POST, SIGN POST TO BEAR ON

TOP OF CONCRETE (TYPE)

A-510 D2

2"

A-510 C7

3'-4" FOR SIGNS WITH 3'-0" WIDE PANELS

3'-8" FOR SIGNS WITH 3'-4" WIDE PANELS

2"2"

1"

3"

2"

HSS 2 12"x11 2"x1

4"

TUBE (TYP.)

(2) -A307 58"Ø BOLTS

WITH NUTS AND

WASHERS (TYP.)

#5 DOWEL (TYP.)

8"

1'-0"

3"

CLR.

2" CLR.

2"

3"

10"

(TYP.)

2'-6"

2"

2" x 4" TUBULAR POWDER

COATED ALUMINUM SIGN

POST, SIGN POST TO BEAR

ON TOP OF CONCRETE

(TYPE)

2"2" 4"

2" CLR.

#4 TIE (TYP.)

#4 TIE (TYP.)

1'-4" X 1'-4" PRECAST CONCRETE

MOW COLLAR (TYP.) (SEE E2/A-510)

2"

#5 DOWEL (TYP.)

2"

3"

10"

(TYP.)

4"

2" CLR.

#4 TIE (TYP.)

#4 TIE (TYP.)

2"

2"

3"

CLR.

1'-10"

1'-0"1'-0"

2" CLR.

A-510 D5

2"

1"

3"

2"

HSS 2 12"x11 2"x1

4"

TUBE (TYP.)

(2) -A307 58"Ø BOLTS

WITH NUTS AND

WASHERS (TYP.)

3'-2"

2"

3"

CLR.

1"

3"

2'-6"

2"

2"

2"

3"

10"

(TYP.)

2" x 4" TUBULAR POWDER

COATED ALUMINUM SIGN

POST, SIGN POST TO BEAR ON

TOP OF CONCRETE (TYPE)

FINISH GRADE #4 TIE (TYP.)

#4 TIE (TYP.)

CONCRETE

FOOTING

PRECAST

CONCRETE

MOW COLLAR

(SEE F5/A-510)

A-510 C7

1'-4" X 1'-4" PRECAST CONCRETE

MOW COLLAR (TYP.) (SEE E2/A-510)

CONCRETE

FOOTING

#5 DOWEL (TYP.)

CONCRETE

FOOTING

4"

2" CLR.

2"

2'-0" FOR SIGNS WITH 3'-0" WIDE PANELS

2'-4" FOR SIGNS WITH 3'-4" WIDE PANELS

1'-0"1'-0" 2'-0" FOR SIGNS WITH 3'-0" WIDE PANELS

2'-4" FOR SIGNS WITH 3'-4" WIDE PANELS

1'-0" 1'-0" 1'-0"

3'-2"

2" CLR.

HSS 2 12"x11 2"x1

4" TUBE

CENTERED IN PIER (TYP.)

1'-0"

3'-2"

#4 TIE (TYP.)

HSS 2 12"x11 2"x1

4" TUBE

CENTERED IN PIER (TYP.)

1'-0"

1'-0"

2" CLR.

4"

8" GAP BETWEEN METAL

POST AND PCC MOW

COLLAR

4"

4"

4"

8" 2"

4"

2" CLR.

2"

4"

2" 4"

2" CLR.

2"

8"23

4"

1'-0"

1'-0"

#4 TIE (TYP.)

4"

2" CLR.

#4 TIE (TYP.)

1'-4" X 1'-4" PRECAST CONCRETE

MOW COLLAR (SEE F7/A-510)

2"

8" 2"

2" 4"

2" CLR.

2"

8"23

4"

3'-2"

8"

8" 2"

4"

2" CLR.

2"

4"

1'-0"

#4 TIE (TYP.)

1'-0"

1'-0"43 4"

8" GAP BETWEEN METAL

POST AND PCC MOW

COLLAR

4"

8" 2"

4"

2" CLR.

2"

4"

1'-0"

2" CLR.

2" CLR.

4" x 4" TUBULAR POWDER

COATED ALUMINUM POST

UNDISTURBED

NATIVE SOIL

UNDISTURBED

NATIVE SOIL

UNDISTURBED

NATIVE SOIL

UNDISTURBED

NATIVE SOIL

FOUNDATION CONSTRUCTION CONTRACTOR OPTION

1. IN LIEU OF THE SQUARE FOUNDATION DESIGN, THE CONTRACTOR MAY UTILIZE 14"

DIA. SONOTUBE FOUNDATIONS.

2. THE DESIGNED REBAR SIZE AND QUANTITY REQUIREMENTS REMAIN UNCHANGED.

3. IF THE CONTRACTOR USES THIS OPTION, THEY WILL NEED TO SUBMIT REQUIRED

REBAR SHOP DRAWINGS CHANGING THE SQUARE TIE DESIGN TO A ROUND TIE

DESIGN.

4. ALL REBAR EDGE CLEARANCE DIMENSIONS REMAIN UNCHANGED.

5. THE SLOPE REQUIREMENTS ON THE TOP OF THE FOUNDATIONS REMAINS

UNCHANGED.

SIGN B1

PT 1009

SIGN C1

PT 1006

SIGN D1

PT 1010

SIGN E1

PT 1005

SIGN B3

PT 1014

SIGN C3

PT 1008

SIGN E3

PT 1007

SIGN D6

PT 1011

SIGN B5

PT 1012

SIGN D5

PT 1013

SIGN C5

PT 1001

SIGN F7

SIGN C7

SIGN C5

PT 1016

SIGN B3

PT 1019

SIGN B5

PT 1004

SIGN D5

PT 1003

KIOSK

PT 1020

4-01

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3-08 2-012-02

2-03

1-01

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SECT. 4

SE

CT

. 4

SECT. 3

SECT. 3

SECT. 2

SECT. 1

G

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PATRIO

TIC

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AN

SECT. 1 SECT. 2

E

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3-09

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SE

CT

. 5

SE

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. 5

SECT. 6

SECT. 6

SIGN F1

PT ????

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A 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

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

C O

L

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I C K

7/22/22

C2 N.T.S.

TWO POST FOUNDATION FOR

3'-0" & 3'-4" WIDE PANEL SIGNS

E2 N.T.S.

TYPICAL 1'-4" X 1'-4" PRECAST CONCRETE

MOW COLLAR PLAN VIEW & ELEVATIONS

C5 N.T.S.

TWO POST FOUNDATION

FOR 1'-6" WIDE PANEL SIGNS C7 N.T.S.

TWO POST SIGN

FOUNDATION SIDE SECTION

D5 N.T.S.

TWO POST FOUNDATION FOR

1'-6" WIDE PANEL SIGNS PLAN VIEW

E7 N.T.S.

ONE POST SIGN FOUNDATION

A-510

SIGNAGE STRUCTURAL DETAILS

CKSF

F5 N.T.S.

3'-2" X 1'-4" MOW COLLAR FOR 1'-6" WIDE

PANEL SIGNS PLAN VIEW & ELEVATIONS

D2 N.T.S.

TWO POST FOUNDATION FOR 3'-0" &

3'-4" WIDE PANEL SIGNS PLAN VIEW

F7 N.T.S.

1'-4" X 1'-4" PRECAST CONC MOW COLLAR

FOR 4"X4" POSTS PLAN & ELEVATIONS

F7 N.T.S.

SIGNAGE PLAN

AutoCAD SHX Text Point Table

AutoCAD SHX Text Point #

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Northing

AutoCAD SHX Text 96651.88

AutoCAD SHX Text 96967.45

AutoCAD SHX Text 96915.52

AutoCAD SHX Text 96907.50

AutoCAD SHX Text 96727.01

AutoCAD SHX Text 96681.75

AutoCAD SHX Text 96657.79

AutoCAD SHX Text 96653.32

AutoCAD SHX Text 96596.44

AutoCAD SHX Text 96636.34

AutoCAD SHX Text 96662.29

AutoCAD SHX Text 96669.38

AutoCAD SHX Text 96683.54

AutoCAD SHX Text 96719.37

AutoCAD SHX Text 96717.02

AutoCAD SHX Text 96721.26

AutoCAD SHX Text Easting

AutoCAD SHX Text 107061.22

AutoCAD SHX Text 107065.30

AutoCAD SHX Text 107061.29

AutoCAD SHX Text 107067.26

AutoCAD SHX Text 107120.42

AutoCAD SHX Text 107090.74

AutoCAD SHX Text 107116.00

AutoCAD SHX Text 107111.52

AutoCAD SHX Text 106987.04

AutoCAD SHX Text 106794.88

AutoCAD SHX Text 106811.22

AutoCAD SHX Text 106804.16

AutoCAD SHX Text 106790.04

AutoCAD SHX Text 106802.56

AutoCAD SHX Text 106821.55

AutoCAD SHX Text 106825.75

AutoCAD SHX Text

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400