Columbaria Plans Part 4.pdf

-1

/2 " R

EA

R

" F

R O

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1- 1/

2"

2" 20" 3/4"

2" 1-

3/ 4"

7/8"

7/8"

7/ 8"

7/ 8"

7/ 8"

NICHE

COVER

SEE DETAIL "A"

SEE DETAIL "B"

CAST IN PLACE

FASTENER HOLE

NICHE

CAST IN PLACE

FASTENER HOLE

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

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 TORX

HEAD SCREW

STAINLESS STEEL

ROSETTE

WHITE NEOPRENE

WASHER

NICHE

NICHE COVER

WHITE NEOPRENE WASHER

STAINLESS STEEL

ROSETTE

STAINLESS STEEL 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

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

7'

8'-112"

TYP

3/16

1/ 4"

G

AP

1/ 4"

G

AP

1/ 4"

G

AP

NO GAPNO GAP

PLAN DETAIL

4A -TOP

PLAN DETAIL

4B -SIDEWALL

8'-112"

1'-034" 1'-0"

1' -1

0"

2"

1' -4

1 2" 1'

-3

11 2" 11 2"

2" 11

2"

1'-0"

8'-112"

6"9"

3" 3"

6"

3"

N O

G

AP

1'-10" 1'-10"

3'-8" ASSEMBLED

7' -0

1' -2

1 2"

1' -3

11 2"

1'-8" 2"

A-503

COLUMBARIUM 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

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

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

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SFTM

ALL HARDWARE IS TO BE STAINLESS STEEL.

ALL HARDWARE IS TO BE STAINLESS STEEL.

ALL HARDWARE IS TO BE STAINLESS STEEL.

ALL HARDWARE IS TO BE STAINLESS STEEL.

D33/4" = 1'-0"

PLAN VIEW

B23/4" = 1'-0"

TYP. WELD PLATE DETAILS

44 4 4

4 4

4 4

3 7 3

33 33 C-503

B4

C-503 B4

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

E33/4" = 1'-0"

TYPICAL REINFORCEMENT

DOUBLE SIDED COLUMBARIUM NICHE WALLS

B43/4" = 1'-0"

SIDE ELEVATION VIEW

44 4 4

C-504 D3

C-503 B4

C-503 B4

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

1. PRECAST CONCRETE NICHE UNIT.

2. NOT USED

3. RECESSED STAINLESS 304 STEEL WELD

PLATE AT CENTER OR END OF BACK TO

BACK PRECAST UNIT, SEE B2/A-503.

4. 7"x1

2" STAINLESS 304 STEEL ANCHOR BOLT

RECESSED BELOW FLOOR, SEAL W/ GROUT

5. MARBLE NICHE COVER (TYPICAL), SUPPLIED

BY THE VA AND INSTALLED BY CONTRACTOR.

6. NICHE STAINLESS 304 STEEL FRONT

FASTENER ANGLES (TYPICAL).

7. STAINLESS 304 STEEL WELD PLATE, SEE

DETAIL B2/A-503.

KEYED NOTES

NOTE:

ALL HARDWARE IS TO BE STAINLESS STEEL.

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01/18/2021

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SCALE: 3/16" = 1'-0"

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NICHE PLATE ASSEMBLY SEQUENCE - FRONT ELEV

AutoCAD SHX Text F6

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SCALE: 6" = 1'-0"

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SECTION THRU NICHE

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SCALE: 1" = 1"

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DETAIL A

AutoCAD SHX Text B9

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SCALE: 1" = 1"

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DETAIL B

AutoCAD SHX Text C9

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SCALE: 1" = 1"

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S.S. CLIP ANGLE ASSEMBLY

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SCALE: 1" = 1"

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S.S. CLIP ASSEMBLY ISO & ROSETTE

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TRASHFLOWERVASES

5 5

GENERAL NOTES:

1. CONCRETE COLOR SHALL

BE PLAIN GRAY - SUBMIT

SAMPLE TO LANDSCAPE

ARCHITECT.

2'-8" 2'-8"

12" 12"

2'-8" 2'-8"

1' -6

1'

-6

1' -6

1' -2

4"

1' -2

2'

-4

3' -6

2' -0

2'

-4

4"

7" 3"

3" 7"

4" 2'

-0

2' -4

2"

1'-2"

2"6"1'-6"

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 THROUGH 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

REFERENCE DETAIL F4/A-504 FOR SIGN

PANELS

4" BRASS NIPPLE, LENGTH AS REQUIRED

CONCRETE SLAB, REFERENCE DETAIL B9/C-501

FILTER FABRIC, TYP. - SEE SPECIFICATIONS

20"Ø x 42" - 3

4" CRUSHED GRAVE SUMP

2"W x 2"D PIPE

RECESS NOTCH

CONTINUOUS

TO BOTTOM OF

POST, NOTCH

SHALL HAVE 1

4"

CHAMFER ON

ALL EDGES

4" BRASS NIPPLE

RAISER WITH ELBOW

IN CHAMFERED POST

RECESS

4" CHAMFER ON ALL EDGES

OF PIPE RECESS NOTCH

2"Ø HOLE CAST THROUGH

POST

ARCHITECTURAL PRECAST

CONCRETE POST - SEE

SPECIFICATIONS

8" THICK ALUMINUM

PLATE "DO NOT DRINK"

SIGN PANEL, REFERENCE

DETAIL F4/A-504

STAINLESS STEEL

TAMPER-PROOF SCREWS

4" x 2", TWO PER SIGN

1" CHAMFERED

EDGE AT TOP OF

POST, TYP.

SELF-CLOSING

FAUCET,

REFERENCE

SPECIFICATIONS

8" THICK ALUMINUM PLATE

"DO NOT DRINK" SIGN PANEL.

REFERENCE DETAIL F4/A504

(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 BRASS ELBOW

GENERAL NOTES:

1. PIPE RISER AND ELBOW TO BE RECESSED

INTO 1

" 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' -6

2'-0"

DRAIN TO APPROVED

STRUCTURE (SEE CIVIL)

ATRIUM DRAIN

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"

GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE DETAILS BETWEEN SIGNAGE FABRICATOR AND

PRE-CAST CONCRETE MANUFACTURER TO ENSURE PROPER FIT.

4"

63 4"

R178"

FLORAL REG. POST

ELEVATION

2 TYP.

3 TYP.

2TYP.

4 TYP.

1/ 2"

4"

1/

4"

2" 2'

-6

3' -6

2'

-6

1'-0"

4'-0" 1/2"

2"

1"

11 2"

1" 1" 1"

61 2" T

YP

FLORAL REG. SIGN

PLAN VIEW

POST-PANEL

CONNECTION

SECTION9 TYP. 9

3TYP.

POST CAP PLAN VIEW

3 TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

10 TYP.

TYP.

8 TYP.

TYP.

TYP. TYP.

TYP.

2 1/2" 1/2"

2" 3"

2"

#3 BARS, VERTICAL

AND CIRCULAR AS

SHOWN, TYP.

3 1/4"

1/

2"3 1/

4"

2 1/2"

GENERAL NOTES:

1. PROVIDE (1) SIGN

PANEL AND (1)

BLANK PANEL ON

BACK SIDE.

FLORAL REGULATIONS

1. Fresh cut flowers may be placed on gravesites anytime of the year and will be removed when wilted or unsightly. Flowers may also be removed to facilitate cemetery operations.

2. Artificial flowers are allowed from the 2 nd

Saturday in October through the 2 nd

Sunday in April.

3. Permanent plantings, potted flowers, grave blankets, statues, vigil lights, breakable objects, and related items are not permitted on the gravesites or attached to headstones and will be removed immediately upon discovery.

4. Potted plants are only allowed TEN (10) days before and after Easter and Memorial Day.

5. Easter and Memorial Day Holiday decorations and potted plants are permitted from the Thursday before the holiday and must be removed by the Sunday after the holiday.

6. Christmas wreaths, potted plants and grave blankets are permitted on graves from December 15 through January 15. Grave floral blankets may not be larger than two feet by three feet.

Cemetery trees, shrubs and/or any other plants may not be decorated with any ornaments of any kind at any time.

7. During the mowing season, all floral items will be removed from the graves every two weeks.

8. Biloxi National Cemetery assumes no responsibility for items left on gravesites. Due to the open nature of the grounds, we cannot guarantee against theft, vandalism or the effects of nature.

WHITE

BORDER

-TYPICAL

3'-0"

2' -6

1" 2"

1" 1 2" 1" 1"

1" 1 2"

COLUMBARIUM B - WALL LOCATION MAP

789101112

272829303132

33343536

3'-0"

2' -6

WALLS 15-37 WALLS 1-14

2 TYP.

8 TYP.

9 TYP.

3 TYP.

2" 1 2"

11 2"

1"

9 TYP.

TYP.

TYP.

TYP.1 2"

1"

3 TYP.

2" 1/2" 3'-0"

4 TYP.

TYP.6

2TYP.

4 TYP.

2"

4"

1/2"

IDENTIFICATION

SIGN PLAN VIEW

3TYP. 3'-0"

4" 23 4"

2"23 4"

4"

2"8"

Columbarium B

3' -6

8"

IDENTIFICATION SIGN

PANEL DETAIL

8"

1'-4"

1' -4

3 4"

2 34"

4" 1/

2"

1'-4"

SEALANT BETWEEN

MOW COLLAR AND

METAL POST

#3 BARS EACH WAY

AS SHOWN

GRADE

2" TYP.

SIGN

FOUNDATION

2" TYP.

2"

A-504

SITE 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

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

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

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SFTM

DRILL 58" Ø HOLES WITH 3

8"

Ø x 212" GALVANIZED

BOLTS WITH HEX HEAD (4

REQUIRED).

A-504 F9

GENERAL NOTES:

1. SURFACE MOUNT BENCH TO SLAB.

NON-CORROSIVE MOUNTING

HARDWARE

" Ø MOUNTING HOLES.

1. CONCRETE PLAZA SLAB.

2. FLOWER VASE RECEPTACLE, SEE DETAIL D7/A-504.

3. TRASH RECEPTACLE, SEE DETAIL E7/A-504.

4. FLOWER WATER SPIGOT ASSEMBLY, REFERENCE DETAIL C7/A-504.

5. COMPACTED SUBGRADE.

6. 24"Ø x 42" WITH

" 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 F4/A-504.

10. FLORAL REGULATIONS SIGN BEYOND, REFERENCE DETAIL E1/A-504.

KEYED NOTES

1. CONCRETE PLAZA SLAB.

2. FLOWER VASE RECEPTACLE, SEE DETAIL D7/A-504.

3. 24"Ø x 42" WITH

" CRUSHED GRAVEL SUMP LINED WITH FILTER FABRIC.

4. FLOWER WATER SPIGOT ASSEMBLY, REFERENCE DETAIL C7/A-504.

5. TRASH RECEPTACLE, SEE DETAIL E7/A-504.

6.

" TYPE k COPPER LINE.

7. 1" SCH. 40 PVC SUPPLY LINE.

8. FLOWER WATERING SPIGOT SHUT-OFF VALVE & PRV, SEE DETAIL C7/A-504.

9. FLORAL REGULATIONS SIGN BEYOND, REFERENCE DETAIL E1 & F1/A-504.

KEYED NOTES

1.

" THICK ALUMINUM SIGN PANEL, SEE SPECIFICATIONS FOR COLOR & FINISH.

2.

"Ø HOLES TO RECEIVE SCREWS, TOP & BOTTOM, SECURE WITH (2) 1/4"Ø x 2" S.S.

TAMPER-PROOF SCREWS AND EXPANSIONS SHIELD.

3. SEE SPECIFICATIONS FOR SYMBOL & COPY FONT.

KEYED NOTES

PLAN VIEW

ELEVATION

REMOVE ORGANICS

TOP 12", TYP.,

COMPACTED

SUBGRADE

2" RADIUS (TYPICAL)

8'-0" 1'- 12" 1'- 12"5'-11"

2"111

2" 6'-1"

4"

1'-8 34"

1'-5"

4'-0"

CONTRACTION

JOINT

CONCRETE PLAZA SLAB

FRONT OF BENCH SL

O

PE

A

T 1%

VICTOR STANLEY

BACKED BENCH. SEE

SPECIFICATIONS FOR

COLOR

2'-95 8"

2'-31 8"

4"1'-83

4"1'-5"

4"

2"

2"

2'-35 8"

1'-53 4"

CONCRETE

PLAZA SLAB

EXPANSION

JOINT

1.

" SIGN PANEL, BEND INTO UPSIDE DOWN "U" AS SHOWN, ENSURE CRISP CORNERS

REFERENCE DETAIL E1/A-504, SEE FLORAL REG. POST ELEVATION.

2. 1

" x 1

" x

" POWDER COATED ALUMINUM CHANNEL.

3. 2" x 4" POWDER COATED ALUMINUM POST.

4. 16" x 16" PRECAST CONCRETE COLLAR FOR SIGNS NOT IN CONC PLAZA, SEE DETAIL

F7/A-504 AND SPECIFICATION.

5. 12" Ø x 2'-6" CONCRETE FOOTING.

6. FINISH GRADE.

7. 1"Ø x

" POWDER COATED ALUMINUM WASHER.

8. POWDER COATED ALUMINUM TAMPER-PROOF SCREWS, COLOR TO MATCH SIGN PANEL.

9. POWDER COATED ALUMINUM POST CAP.

10. COMPACT SUBGRADE TO 95% MAXIMUM DRY DENSITY OF STANDARD PROCTOR.

KEYED NOTES

GENERAL NOTES:

1. SEE SPECIFICATION 09

06 00 FINISH SCHEDULE

FOR NCA SPECIFIED

PANEL COLORS.

2. PROVIDE (1) SIGN PANEL

AND (1) BLANK PANEL ON

BACK SIDE

3. SIGN TO BE APPROVED

BY CEMETERY

DIRECTOR.

A-504 E1

GENERAL NOTES:

1. SEE SPECIFICATION 09

06 00 FINISH SCHEDULE

FOR NCA SPECIFIED

PANEL COLORS.

2. PROVIDE (1) SIGN PANEL

AND (1) BLANK PANEL ON

BACK SIDE

3. SIGN TO BE APPROVED

BY CEMETERY

DIRECTOR.

4. "X" SIGNIFIES PLACE

HOLDER FOR NCA

APPROVED COLUMBAIUM

IDENTIFICATION

LETTERING.

A-504 F7

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01/18/2021

DO NOT DRINK

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SCALE: 1-1/2" = 1'

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FLOWER WATERING STATION SPIGOT ASSEMBLY

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SCALE: NTS

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FLOWER WATERING STATION PLAN

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SCALE: 3/4" = 1'-0"

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FLOWER WATERING STATION ELEVATION

AutoCAD SHX Text C4

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SCALE: 1/2" = 1'

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FLOWER VASE RECEPTACLE

AutoCAD SHX Text D7

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SCALE: 1/2" = 1'

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TRASH RECEPTACLE

AutoCAD SHX Text E7

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SCALE: 3" = 1'

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FWS SIGN PANEL (DO NOT DRINK)

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SCALE: 1/2" = 1'

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BENCH

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SCALE: 1/2" = 1'

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BENCH

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SCALE: 1-1/2" = 1'

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FLORAL REGULATIONS SIGN LETTERING

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SCALE: 1" = 1'

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FLORAL REGULATIONS & PLAZA LAYOUT SIGNS

AutoCAD SHX Text E1

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SCALE: 1-1/2" = 1'

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MOW COLLAR

AutoCAD SHX Text F7

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SCALE: 1-1/2" = 1'

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PLAZA LAYOUT SIGN

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SCALE: 1" = 1'

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COLUMBARIUM IDENTIFICATION SIGNS

B1

F5

S-101

F8

S-101

F5

S-101

F8

S-101

F5

S-101

F8

S-101

STRUCTURAL GENERAL NOTES,

FOUNDATION PLANS AND DETAILS

S-101

SFTM

3"

5'-8"

3'-5"

10-#5 BARS CONT.

#4 TIES @ 12" O.C.

12"

5-#5 BARS CONT.

#4 TIES @ 12" O.C.

3"

6"

10-#5 BARS CONT.

#4 TIES @ 12" O.C.

5-#5 BARS CONT.

#4 TIES @ 12" O.C.

2'-0"

2-#5 HORIZ. BARS @ 24" O.C.

DESIGN CRITERIA

1. Codes and Standards

2021 International Building Code (IBC)

ACI 318-05

2. Lateral loads

Basic Wind Speed = mph

D

0.77

I = w

ASCE 7-05

Exposure Category

3) DL + LL + Wind psf

2) DL + LL psf

1) DL psf

Allowable soils pressure

3. Presumptive load bearing values per IBC 2021 Section 1804

FOUNDATIONS

1. All foundation work shall be done in accordance with the requirements of the applicable code.

2. Foundations shall bear on rammed aggregate piers and engineered fill.

5. Bottoms of all foundations shall be level.

6. Foundations shall be fully formed.

density specified in accordance with the procedure outlined in the soils report.

representative of the Soils Engineer and must be compacted to the minimum

3. All filling, backfilling and compaction shall be done under the observation of a

4. Building pad construction shall conform to the requirements of the soils report.

The extent and depth of overexcavation and placement of engineered fill shall at a minimum be as shown on the plans. Final depth and extent of excavation and fill shall be determined at time of construction by a representative of the

Soils Engineer.

HOLLOW CONCRETE UNIT MASONRY (BLOCK)

1. Concrete block units shall conform to ASTM C-90 -02a.

Compressive strength of units to be 1900 psi for net area. F'm=1500 psi.

F'm shall be verified in accordance with section 2105.2 of the 2021 IBC.

4. Reinforcing steel shall conform to ASTM A-615 Grade 60 for #4 and larger, Grade 40 for #3 and smaller. Welded reinforcement shall conform to ASTM A-706.

20. All rebar shall be lap spliced as follows, uno.

6. Before block is placed on concrete, thoroughly clean concrete of all laitance and all loose material and roughened.

7. Concrete block masonry shall be built to preserve the unobstructed vertical continuity of the cells. All head and end joints shall be solidly filled with mortar for a distance in from the face of the wall or unit not less than the thickness of the longitudinal face shells. Bond shall be provided by lapping successive courses or by equivalent mechanical anchorage.

8. Vertical cells shall have vertical alignment sufficient to maintain a clear unobstructed continuous vertical cell.

9. Low-lift grouted construction shall conform to 2021 IBC Section 2104.1.

High-lift grouted construction shall conform to 2021 IBC Section 2104.1.

11. Vertical reinforcing shall be held in position at top and bottom and at intervals not to exceed 192 bar diameters.

12. Thoroughly clean all cells and bond beams of mortar before grouting.

13. All cells shall be filled solidly with grout. All grouting shall be done under the continuous observation of a qualified inspector where indicated on plans.

14. When grouting is stopped for one hour or longer, horizontal construction joints shall be formed by stopping the pour of grout 1-1/2" below the top of the uppermost unit.

15. Every vertical bar in walls shall be lapped per #20 below with a dowel of the same size extending from the foundation. Locate vertical reinforcing at centerline straight and plumb.

16. Place all horizontal bars in bond beam units. When 2 bars are used, stagger laps minimum of 5'-0".

17. All embedded items (bolts, straps, etc.) shall be secured in place prior to grouting. Cut a hole in the face shell to attain a minimum of 1" grout all around embedded items.

2. Mortar shall be proportioned to attain a 28 day compressive strength of 1800 psi. Use a minimum of 1 part Portland cement to 1/4 - 1/2 part hydrated lime with sand at 2-1/2 to 3 times combined volume of cement and lime. 2" cubes shall test 1800 psi in 28 days. When required, mortar strength shall be

3. Grout shall be proportioned to attain a 28 day compressive strength of 2000 psi. Use a minimum of 1 part Portland cement to 3 parts sand. Add 1 lb. of

Sika Grout Aide, or equal, per 100 lb. of cementitious material. 1 to 2

5. Minimum rebar clearance to face shell is one bar diameter or 1/2", whichever is greater.

parts of pea gravel shall be used where the least clear cell dimension exceeds

2 inches. Not more than 5% of the pea gravel shall pass the No. 8 sieve and

100% shall pass the 3/8" sieve. When required, grout strength shall be verified of wall unless shown or noted otherwise. Carry each dowel to within 3" of the bottom of the foundation and terminate with 90 degree hook. Dowels shall be inspection and before grouting. Mechanically vibrate all grout pours.

be removed from inside of such cells. The clean outs shall be sealed after

4'-0" in height. Any overhanging mortar or other obstruction or debris shall each lift or pour of grout where such lift or pour of grout is in excess of

10. Clean out openings shall be provided at the bottoms of all cells to be filled at

19. Use open end block for all stack bond construction.

Bar Type Lap Length

48d

72d

Horizontal bars

All other bars verified in accordance with section 2105.2 of the 2021 IBC.

in accordance with section 2105.2 of the 2021 IBC.

to ASTM A307, ASTM A36, or ASTM A572.50 as indicated on drawings.

18. Anchor bolts cast in masonry shall be headed bolts with cut threads conforming

CONCRETE

1. Structural concrete shall attain 28 day compressive strength as required in note #19. Maximum slump shall not exceed 4 inches.

2. Cementitious materials:

4. Reinforcing steel shall conform to ASTM A-615 Grade 60 for #4 and larger, and

ASTM A-615 Grade 40 for #3 and smaller.

5. Reinforcing steel shall be fabricated according to "Manual of Standard Practice for Reinforced Concrete Construction".

6. Wire fabric shall conform to ASTM A-185.

7. Dimensions shown for location of reinforcing are to the face of bars listed and denote clear coverage. Non-prestressed cast-in-place concrete coverage shall

Concrete deposited directly against ground (except slabs)--- 3"

Concrete exposed to ground or weather but placed in forms:

Cast-In-Place Walls (exterior face & soil side)--------- see above

Cast-In-Place Walls (interior face-#11 & smaller)------- 3/4"

Slabs (on ground)------------------- 2" clear from top uno

11. Construction joints shall be made rough and all laitance removed from the surface. Concrete may be roughened by chipping the entire surface, sand blasting, or raking the surface to provide 1/4" deep deformations.

12. Remove all debris from forms before casting any concrete.

13. Reinforcing, dowels, bolts, anchors, sleeves, etc., to be embedded in concrete shall be securely positioned before placing concrete.

14. Dowel all vertical reinforcing in walls and columns from foundation with same size bar.

15. Consolidate concrete placed in forms by mechanical vibrating equipment supplemented by hand-spading, rodding or tamping. Use equipment and procedures for consolidation of concrete in accordance with the recommended practices of ACI 309 to suit the type of concrete and project conditions.

16. No wood spreaders allowed. No wood stakes allowed in areas to be concreted.

17. Provide #5 x 4'-0" diagonal reinforcing at top and bottom of slab at all re-entrant corners typical. This applies to slab on grade.

18. All saw cutting shall be done after initial set has occurred to avoid tearing or damage by the saw blade, but before initial shrinkage has occurred.

19. CONCRETE STRENGTHS & MIX PROPERTIES:

Concrete shall not be dropped through reinforcing steel (as in walls) so as to cause segregation of aggregates. In such cases hoppers and chutes or trunks of variable lengths shall be used so that the free unconfined fall of concrete shall not exceed 6 feet.

3. Concrete aggregates shall conform to ASTM C-33 for normal weight concrete provide hooks at ends of all reinforcing at ends, corners and intersections, uno.

Item f'c at 28 days

Max Aggr.

Size Weight

Max w/c

Ratio

A. Foundations 4500 psi 1-1/2" NW 0.45 bars in soil-bearing grade beams, as follows uno: top bars at centerline of support;

bottom bars at mid-span.

8. Splices in continuous reinforcement shall be lapped uno, see schedule this sheet.

9. The minimum clear spacing between parallel bars in a layer shall not be less than the larger bar diameter, 1", or 33% greater than the maximum aggregate size (nominal), whichever is greatest. This requirement also applies to the clear spacing between different layers of parallel bars and to the clear distance between a contact lap splice and adjacent splices or bars.

be as follows, uno:

Cement shall conform to ASTM C-150 type I or II.

#5 and smaller---------------------------- 1-1/2"

#6 and larger----------------------------- 2"

Splices in adjacent bars shall be greater than 5'-0" apart. Splice continuous

10. All hooks shall be standard hooks unless otherwise shown or noted. At walls, steel for #4 bars and larger (values for #3 bars based on Grade 40).

1. Schedule applies to normal weight concrete with uncoated, Grade 60 reinforcing

12 inches of fresh concrete is cast in the member below the splice.

Top reinforcement is horizontal reinforcement located such that more than

(All lengths shown are in inches.)

2021 IBC

ACI 318-05REINFORCEMENT LAP SPLICE SCHEDULE

#5#4

2.

Notes:

B

Top

Other

#3

Reinf

LocationClass

Splice fc' = 4500 psi conc

#5 VERT. BARS @ 8" O.C.

8" CMU GROUTED SOLID

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

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

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

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

2'-0"

13'-1 3/4"

8'-1 3/4" 2'-0"

2'-0"

29'-4 3/4"

24'-4 3/4" 2'-0"

2'-0"

21'-3 1/4"

16'-3 1/4" 2'-0"

C L R

T Y

P

CLR.,

TYP.

CLR.,

TYP. C

L R

T Y

P

2. Seismic Design Loads

Category A - Very low to no seismic activity.

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

RAMMED AGGREGATE PIERS

SIZE AND SPACING TO BE

DESIGNED BY CONTRACTOR

PER SPEC 31 66 13

RAMMED AGGREGATE PIERS

SIZE AND SPACING TO BE

DESIGNED BY CONTRACTOR

PER SPEC 31 66 13

8" CMU GROUTED SOLID, SEE

BELOW FOR REINFORCING

RAMMED AGGREGATE PIERS

SIZE AND SPACING TO BE

DESIGNED BY CONTRACTOR

PER SPEC 31 66 13

8" CMU GROUTED SOLID,

SEE BELOW FOR

REINFORCING

RAMMED AGGREGATE

PIERS SIZE AND SPACING

TO BE DESIGNED BY

CONTRACTOR

PER SPEC 31 66 13

8" CMU GROUTED

SOLID, SEE BELOW

FOR REINFORCING

RAMMED

AGGREGATE PIERS

SIZE AND SPACING

TO BE DESIGNED BY

CONTRACTOR

PER SPEC 31 66 13

Air Entrained

Max w/c

Ratio

0.50

Non-Air Entrained

VARIES

SEE C-106

B.O.F. ELEV

VARIES

SEE C-106

B.O.F. ELEV

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01/18/2021

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COLUMBARIUM FOUNDATION SECTION

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COLUMBARIUM FOUNDATION END WALL SECTION

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FOUNDATION PLAN TYPE 1

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FOUNDATION PLAN TYPE 3

AutoCAD SHX Text B8

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FOUNDATION PLAN TYPE 2

C7

19' Rad. Dripline (Quercus virginiana)

15"Ø Southern Live Oak

22' Rad. Dripline

FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO

19' Rad. Dripline (Quercus virginiana)

15"Ø Southern Live Oak

22' Rad. Dripline

FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO

S-102

PRELIMINARY RAMMED AGGREGATE

PIER PLAN

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

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

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

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SFTM

RAMMED AGGREGATE PIER NOTES

PIER LOCATIONS SHOWN ON THE PLAN ARE

DIAGRAMATIC ONLY.

RAMMED AGGREGATE PIER SIZE AND SPACING TO

BE DESIGNED BY CONTRACTOR PER SPEC

SECTION 31 66 13.

RAMMED AGGREGATE PIERS ARE TO BE

DESIGNED AND INSTALLED TO SUPPORT BOTH

THE COLUMBARIUM UNITS AND THE PLAZA SLAB.

SEE SECTIONS B9/C-501, A-501 AND S-101.

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01/18/2021

ADDITIVE BID ALTERNATE 1BASE BID

SEE G-001

Bid Alternative 1 is not included in this solicitation.

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PRELIMINARY RAMMED AGGREGATE PIERS

E5