S02_Construction Drawings bk 11.pdf

W

ALL 1: CO

LUM

NS 1-25; RO

W S A-E W

AL

L

2:

C

O

LU

M

NS

-2

5;

R

O W

S A-

E

W

ALL 3: CO

LUM

NS 1-25; RO

W S A-E W

AL

L

4:

C

O

LU

M

NS

-2

5;

R

O W

S A-

E

W

ALL 5: CO

LUM

NS 1-25; RO

W S A-E W

AL

L

6:

C

O

LU

M

NS

-2

5;

R

O W

S A-

E W

ALL 7: CO

LUM

NS 1-25; RO

W S A-E

W

AL

L 8:

C O

LU

M

NS

-2 5;

R O

W S

A- E

W

ALL 9: CO

LUM

NS 1-25; RO

W S A-E

W

AL

L

: C O

LU

M

NS

-2 5;

R O

W S

A- E

W

ALL 11: CO

LUM

NS 1-22; RO

W S A-E W

AL

L

: C

O

LU

M

NS

-2

2;

R

O W

S A-

E

W

ALL 13: CO

LUM

NS 1-22; RO

W S A-E W

AL

L

: C

O

LU

M

NS

-2

2;

R

O W

S A-

E W

ALL 15: CO

LUM

NS 1-22; RO

W S A-E

W

AL

L

: C O

LU

M

NS

-2 2;

R O

W S

A- E

W

ALL 17: CO

LUM

NS 1-22; RO

W S A-E

W

AL

L

: C O

LU

M

NS

-2 2;

R O

W S

A- E

BID OPTION 1

(1,000 NICHES);

ITEMS WITHIN

THIS

BOUNDARY

CI703

CI703

CI703

CI703

CI703

CI703

CI703 2

CI703 1

CI703 2

CI703

CI704

CI704

CI704

CI704

CI704

CI704 1

CI704 2

CI704

SIM.

SIM. SIM. SIM. SIM.

SIM.

SIM.

SIM.

SIM. SIM. SIM. SIM.

SIM.

SIM.

B

B

B B

B

B

B

BB

B

B B

B

B

B

BB

B

3 4 5 6 7 8

16151413

3 4 5 6 7 8

17 18

16151413

11 12

COLUMBARIUM I.D., TYP.

COLUMBARIUM

WALL NUMBER, TYP.

BENCH W/ BACK,

TYP.

FLOWER WATERING

STATION, TYP.

BACKLESS

BENCH, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

1.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI701

COLUMBARIUM NUMBERING

PLAN

DLM JDB

LEGEND

FLOWER WATERING STATION

BACKLESS BENCH

BENCH W/ BACK

CI512

CI512

CI510

NOTES

1. SEE DETAILS. THIS DRAWING DEPICTS THE

LOCATION AND NUMBERING OF INDIVIDUAL

COLUMBARIUM WALLS. THE ROW AND COLUMN

IDENTIFICATIONS SHALL BE AS DEPICTED ON THE

TYPICAL COLUMBARIUM ELEVATION (2/CI702).

2. COLUMN NUMBERING SHALL INCREASE FROM LEFT

TO RIGHT WHEN FACING WALL.

NORTH

0 5'3'1'

SCALE: 3/16" = 1'

121 163

A

B

C

D

E

1 5

ALABAMA STONE SILVER

SHADOW, VEINE CUT, LIMESTONE

VENEER, SMOOTH FINISH ALL

EXPOSED FACES, TYP.

6" HT. ENGRAVED WALL NUMBER AT

END PIERS ONLY; CENTER

HORIZONTALLY ON PIER AND

VERTICALLY ON VENEER PANEL, TYP.

2" HT. ENGRAVED ROW LETTER;

CENTER HORIZONTALLY ON FILLER

STRIP AND VERTICALLY ON NICHE

COVER, TYP.

2" HT. ENGRAVED COLUMN NUMBER;

CENTER VERTICALLY ON FACE OF

CAP AND HORIZONTALLY ON NICHE

COVER BELOW

GOVERNMENT PROVIDED

MARBLE NICHE COVER, TYP.

ALABAMA STONE SILVER

SHADOW, VEINE CUT, LIMESTONE

BASE STONE AT PIER, SMOOTH

FINISH ALL EXPOSED FACES, TYP.

ALABAMA STONE SILVER SHADOW,

VEINE CUT, LIMESTONE FILLER

STRIP, SMOOTH FINISH ALL

EXPOSED FACES, TYP.

ALABAMA STONE SILVER

SHADOW, VEINE CUT,

LIMESTONE PIER AND WALL CAP,

SMOOTH FINISH ALL EXPOSED

FACES, SEE CAP PLAN, TYP.

FINISHED

GRADE, TYP.

4" M

IN

8" M

AX

TY

P.

SACK RUB CONCRETE FINISH ON

FOUNDATION MINIMUM 6" BELOW

FINISH GRADE, TYP.

CI702

CI702

THIS AREA REQUIRES FULL-SIZE,

COMPLETE, MOCK-UP FOR REVIEW

AND APPROVAL PRIOR TO

CONSTRUCTION OF COLUMBARIUM

3/8" JOINT BETWEEN

CAPS, SEE CAP

SETTING DETAIL, TYP.

CI708

CI706

CI706

CI707 PRECAST NICHE UNIT

CONTRACTOR PROVIDED

AND INSTALLED ROSETTES

CI707

3/8" SEALANT JOINT WITH BACKER

ROD TOP OF WALL, TYP.

SEALANT JOINT BETWEEN NICHE UNIT

AND FILLER STRIP AND BASE STONES

ALABAMA STONE SILVER SHADOW,

VEINE CUT, LIMESTONE BASE

STONE AT WALL, SMOOTH FINISH

ALL EXPOSED FACES, TYP.

CI711

CI710

CI709

CI711

CI710

CI711

CI710

8"

CI710

B

4'-13 4"

ALABAMA STONE SILVER

SHADOW, VEINE CUT,

LIMESTONE VENEER TO

MATCH EXISTING, TYP.

6" HT. ENGRAVED WALL

NUMBER; CENTER

HORIZONTALLY ON PIER

AND VERTICALLY ON

VENEER PANEL, TYP.

ALABAMA STONE SILVER

SHADOW, VEINE CUT,

LIMESTONE BASE STONE

AT PIER, TYP.

ALABAMA STONE SILVER

SHADOW, VEINE CUT,

LIMESTONE PIER CAP, SEE

CAP PLAN, TYP.

FINISHED GRADE, TYP.

2'-07 8" 2'-07

8" C.L.

2'-3" 2'-3"

4'-6"

SACK RUB CONCRETE FINISH ON

FOUNDATION MINIMUM 6" BELOW

FINISH GRADE, TYP.

CI710

CI709

CI710

C.L.

9" 1'-

5" 9"

4'- 6"

6'- 0"

8" 113 4" 2'-3"

8"

3'-51 8"

FACE OF SHELF

FOUNDATION

BELOW, TYP.

FACE OF

FOUNDATION

BELOW, TYP.

S.S. RECESSED

WELD PLATES,

TYP.

WALL BASE

STONE, TYP.

3/8" SEALANT AND

BACKER ROD JOINT, TYP.

STONE FILLER STRIP, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

LIMESTONE VENEER, TYP.

PIER BASE STONE, TYP.CAVITY BEHIND

VENEER W/DRAINAGE

MESH, TYP.

REINFORCED CONCRETE PIER

CORE, SEE STRUCTURAL

DRAWINGS, TYP.

FACE OF CONCRETE

FOUNDATION (BELOW), SEE

STRUCTURAL DRAWINGS, TYP.

EDGE OF

CONC. PVMNT,

TYP.

ROUNDED WASHED

GRAVEL FOR FLOWER

VASES, MATCH

EXISTING, TYP.

4"

1'- 5"

ANCHOR AT VERTICAL

CENTER OF FILLER STRIP;

BASIS OF DESIGN HB #431,

SEE STRUCTURAL

DETAILS

90.00°TYP.

LAYOUT POINT

LAYOUT LINE

NOTE:

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

INFORMATION.

7'-0" 2'-2"

4" 13

4"

4" 1

4"

11" 11"

1'-10"

1'- 5"

1'- 5"

51 4" 51 4"

43 4" 43 4"

3'- 81 2"

4'- 6"

REINFORCED CONCRETE PIER

CORE, SEE STRUCTURAL

DRAWINGS, TYP.

FACE OF CONCRETE

FOUNDATION (BELOW), SEE

STRUCTURAL DRAWINGS, TYP.

3/8" SEALANT AND

BACKER ROD JOINT, TYP.

S.S. RECESSED

WELD PLATES,

TYP.

STONE FILLER STRIP, TYP.

3/8" TYPE N MORTAR JOINT, TYP.

LIMESTONE VENEER, TYP.

PIER BASE STONE, TYP.

CAVITY BEHIND VENEER

W/DRAINAGE MESH, TYP.

ANCHOR AT VERTICAL

CENTER OF FILLER STRIP;

BASIS OF DESIGN HB #431,

SEE STRUCTURAL

DETAILS

A

B

C

D

E

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

2.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI702

COLUMBARIUM DETAILS 1

1" = 1'-0"

TYPICAL COLUMBARIUM PIER END ELEVATION1 1'0 6"3"1" = 1'-0"

TYPICAL COLUMBARIUM WALL ELEVATION2

1. COLUMBARIUM NOTES:

2. SEE GEOTECHNICAL REPORT. CONTRACTOR'S BID TO ASSUME

SOILS FROM EXISTING GRADE TO BELOW COLUMBARIUM

FOOTINGS. IMPORTED FILL MATERIAL REQUIRED BELOW

FOOTINGS. SEE DETAILS AND SPECIFICATIONS.

3. COLUMBARIUM NICHE COLUMNS SHALL BE IDENTIFIED, FIRST

NICHE COLUMN THEN INCREASING EVERY 5TH COLUMN.

COLUMN NUMBERING INCREASES FROM LEFT TO RIGHT WHEN

FACING WALL.

4. PROVIDE FREE STANDING COLUMBARIUM MOCK-UP IN

PROXIMITY TO COLUMBARIUM B. MOCK-UP IN PLACE SHALL

SHALL NOT BE ALLOWED. THE APPROVED COLUMBARIUM

MOCK-UP SHALL ESTABLISH THE ACCEPTABLE LEVEL OF WORK.

THE PURPOSE OF MOCKUPS ARE TO DEMONSTRATE THE

AESTHETIC AND ESTABLISH QUALITY STANDARDS FOR THIS

PROJECT. MOCKUPS SHALL BE REVIEWED AND APPROVED BY

THE COR AND AE OF RECORD BEFORE PROCEEDING WITH

INSTALLATION OF THE REMAINING COLUMBARIUM WALLS.

CONTRACTOR SHALL SUBMIT STAMPED CERTIFIED SURVEYS OF

FOUNDATIONS PRIOR TO APPROVAL OF CUT STONE

ASSEMBLIES.

5. ANGLES ARE FOR REFERENCE ONLY. USE COORDINATES AND

LAYOUT LINES FOR SITE LAYOUT.

6. DIMENSIONS SHOWN ARE FOR CONCRETE FOUNDATIONS

UNLESS OTHERWISE INDICATED.

7. ALLOWABLE TOLERANCES OF THE COLUMBARIUM WORK IS ±1/8",

UNLESS NOTED OTHERWISE. THE EXCEPTION TO THE

ALLOWABLE TOLERANCES NOTED ABOVE ARE FOUNDATIONS.

FOUNDATIONS ALLOWABLE TOLERANCES ARE ± 1/4". WORK

CONSTRUCTED OUTSIDE OF THE ALLOWABLE TOLERANCES

SHALL BE REWORKED AT NO EXPENSE TO THE GOVERNMENT.

THESE COLUMBARIUM WALLS ARE TO BE NATIONAL SHRINES.

REWORKING OF THE WALLS WILL BE EVALUATED ON A CASE BY

CASE BASIS. CONTRACTORS' BIDS SHALL INCLUDE THE COSTS

OF REMOVING AND REPLACING DEFICIENT WORK IN ENTIRETY

AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. FOR CONCRETE REINFORCING SEE STRUCTURAL DRAWINGS.

9. ALL EXPOSED CONCRETE (INCLUDING BUT NOT LIMITED TO

NICHE FRONTS) SHALL BE GROUND OR PATCHED SMOOTH;

APPLY WATERBORNE, HIGH-BUILD, MODIFIED ACRYLIC

WATERPROOF COLOR COATING AS SPECIFIED PRIOR TO NICHE

COVER INSTALLATION. PROVIDE SUBMITTAL. BASIS OF DESIGN

SIKA MASTERPROTECT HB300. MASK ITEMS NOT RECEIVING

COATING. CUSTOM COLOR TO MATCH COLOR OF CONCRETE.

10. RECESS WELD PLATES SIZE, NUMBER, AND ATTACHMENT

LOCATION SHALL BE AS PER NICHE MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP DRAWINGS FOR APPROVAL.

11. GOVERNMENT (DVA) PROVIDED MARBLE NICHE COVERS,

CONTRACTOR INSTALLED. CONTRACTOR IS REQUIRED TO

REQUEST THE NICHE COVERS FROM THE GOVERNMENT.

MINIMUM EIGHT WEEK LEAD TIME FOR NICHE COVERS.

12. SEE SPECIFICATIONS FOR CONTRACTOR PROVIDED AND

INSTALLED NICHE COVER ATTACHMENT HARDWARE.

13. THOROUGHLY CLEAN TOP OF PRECAST NICHE UNITS. PROVIDE

SHIMS AND GROUT AT MAXIMUM SPACING SHOWN. EPDM

MEMBRANE (45MIL) OVER ENTIRE TOP OF PRECAST NICHE UNITS

AND PIERS.

14. ALL STONE DIMENSIONS REQUIRED TO BE VERIFIED IN FIELD

PRIOR TO FABRICATION AND VERIFIED AGAIN PRIOR TO

INSTALLATION. CONTRACTOR REQUIRED TO SUBMIT CERTIFIED

SURVEYS OF CONCRETE FOOTINGS, FOUNDATIONS, PIER

CORES, AND SHELVES. SEE SPECIFICATION SECTION 01 00 02

GENERAL REQUIREMENTS.

15. ALL VISIBLE FACES OF CUT STONE ASSEMBLIES EXCEPT NICHE

COVERS TO BE SEALED WITH SILICONE RUBBER PENETRATION

WATERPROOFING SEALER PRIOR TO INSTALLATION. BASIS OF

DESIGN: LIFETIME WATERPROOFING SEALANT SYSTEM.

16. ALL NON-VISIBLE FACES OF CUT STONE ASSEMBLIES EXCEPT

NICHE COVERS TO BE COATED WITH NON-STAINING

CEMENTITIOUS DAMP PROOFING. BASIS OF DESIGN:

THOROSEAL OR TAMOSEAL.

17. ALIGN VERTICAL BASE STONE JOINTS WITH VERTICAL CAP

STONE JOINTS WHERE INDICATED. JOINTS SHALL BE CENTERED

ON CENTERLINE OF NICHE WEBS. WEEP VENTS (COLOR

DETERMINED IN MOCKUP) SHALL BE PLACED AT EACH VERTICAL

CAP JOINT AND VERTICAL BASE STONE JOINT.

18. ALL JOINTS ARE TO BE PROFESSIONALLY INSTALLED BY

QUALIFIED INDIVIDUALS. SUBMITTAL REQUIRED.

19. SEALANT JOINT INSTALLATION SHALL BE PER SEALANT

MANUFACTURER'S RECOMMENDATIONS. BASIS OF DESIGN:

TREMCO DYMONIC 100 POLYURETHANE SEALANT.

20. JOINTS SHALL BE CLEANED AND PRIMED PRIOR TO APPLYING

SEALANT PER THE SEALANT MANUFACTURER'S

RECOMMENDATIONS.

21. APPLY APPROVED JOINT PRIMER IMMEDIATELY PRIOR TO

SEALANT APPLICATION FOLLOWING CLEANING WHICH IS TO BE

IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

DEPTH OF SEALANT SHALL BE EQUAL TO WIDTH OF JOINT

+/-1/16" TYPICAL. BACKER ROD NOT IN COMPLIANCE SHALL BE

REMOVED AND RESET BEFORE APPLYING SEALANT.

22. MANUFACTURERS' RECOMMENDATIONS GOVERN.

23. TOF - TOP OF FOUNDATION.

24. FG - FINISH GRADE.

25. VIF - VERIFY IN FIELD.

26. ENGRAVING DEPTH OF NICHE ROW AND COLUMN I.D. TO BE

DETERMINED VIA SAMPLES. ENGRAVING SHALL BE VISIBLE IN

SUN AND SHADE. MINIMUM ENGRAVING DEPTH SHALL BE AT

LEAST 3/8" DEEP. ENGRAVING STYLE SHALL BE "V-CUT".

27. THIS CONSTRUCTION PROJECT IS TO ENSURE EXCELLENT

QUALITY AND CONSISTENCY FOR THIS NATIONAL CEMETERY.

OUR NATIONAL CEMETERIES ARE OF SIGNIFICANT IMPORTANCE

TO OUR NATION. THIS CEMETERY IS TO HONOR VETERANS AND

THEIR ELIGIBLE FAMILY MEMBERS BY PROVIDING FINAL RESTING

PLACES IN NATIONAL SHRINES. QUALITY IS IMPORTANT.

1" = 1'-0"

COLUMBARIUM PLAN SECTION A3

1'0 6"3"

1'0 6"3"

DLM JDB 122

36'-9"

TOP OF WALL

SHELF

(TOS)

TOP OF

FOUNDATION

(TOF)

TOP OF WALL /

PRECAST NICHES

(TOW)

BOTTOM OF

FOOTING

(BF) SEE STRUCT.

TOP OF FOOTING

(TF) SEE STRUCT.

8 COLUMN CLOSED END NICHE UNIT(8'-11

2" ) 9 COLUMN CLOSED END NICHE UNIT(9'-11

2" )

3'-2"

8"

8'-21

4" (INCLUDES (2) 3/8" JOINTS)

2"

1'-10"

2"

9'-21

4" (INCLUDES (2) 3/8" JOINTS)

CI705

CI706

CI705

A

B

C

D

E

A

B

C

D

E

1 5 15 2510 20

8 COLUMN CLOSED END NICHE UNIT(8'-11

2" )

3'-2"

8"

8'-21

4" (INCLUDES (2) 3/8" JOINTS)

2"

1'-10"

2"

A B A A AC B AA

36'-9"

TOP OF WALL

SHELF

(TOS)

TOP OF

FOUNDATION

(TOF)

TOP OF WALL /

PRECAST NICHES

(TOW)

BOTTOM OF

FOOTING

(BF) SEE STRUCT.

TOP OF FOOTING

(TF) SEE STRUCT.

8 COLUMN CLOSED END NICHE UNIT(8'-11

2" ) 9 COLUMN CLOSED END NICHE UNIT(9'-11

2" )

3'-2"

8"

8'-21

4" (INCLUDES (2) 3/8" JOINTS)

2"

1'-10"

2"

9'-21

4" (INCLUDES (2) 3/8" JOINTS)

CI705

CI706

CI705

A

B

C

D

E

A

B

C

D

E

8 COLUMN CLOSED END NICHE UNIT(8'-11

2" )

3'-2"

8"

8'-21

4" (INCLUDES (2) 3/8" JOINTS)

2"

1'-10"

2"

1 5 15 2510 20

A AC B AAB AA

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

2.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI703

COLUMBARIUM DETAILS 2

1/2" = 1'-0"

COLUMBARIUM ELEVATION (WALLS 1, 3, 5, 7, 9)1 0 1' 2'6"

DLM JDB

1/2" = 1'-0"

COLUMBARIUM ELEVATION (WALLS 2, 4, 6, 8, 10)2 0 1' 2'6"

A DENOTES BASE STONE TYPE, SEE

CI710 FOR BASE STONE DETAILS

NOTES:

COLUMBARIUM WALL ELEVATIONS

WALL NUMBER TOP OF NICHE UNIT TOP OF SHELF TOP OF FOUNDATION TOP OF FOOTING BOTTOM OF FOOTING

1 / 2 472.14 465.10 464.74 462.38 460.88 3 / 4 472.42 465.39 465.02 462.64 461.14 5 / 6 472.66 465.63 465.26 462.89 461.39 7 / 8 472.92 465.89 465.53 463.16 461.66 9 / 10 473.09 466.06 465.70 463.42 461.92

SEE CI709 FOR CAP STONE TYPE DETAILS

36'-9"

TOP OF WALL

SHELF

(TOS)

TOP OF

FOUNDATION

(TOF)

TOP OF WALL /

PRECAST NICHES

(TOW)

BOTTOM OF

FOOTING

(BF) SEE STRUCT.

TOP OF FOOTING

(TF) SEE STRUCT.

8 COLUMN CLOSED END NICHE UNIT(8'-11

2" ) 9 COLUMN CLOSED END NICHE UNIT(9'-11

2" )

3'-2"

8"

8'-21

4" (INCLUDES (2) 3/8" JOINTS)

2"

1'-10"

2"

9'-21

4" (INCLUDES (2) 3/8" JOINTS)

CI705

CI706

CI705

A

B

C

D

E

A

B

C

D

E

1 5 15 2510 20

8 COLUMN CLOSED END NICHE UNIT(8'-11

2" )

3'-2"

8"

8'-21

4" (INCLUDES (2) 3/8" JOINTS)

2"

1'-10"

2"

A B A A AC B AA

36'-9"

TOP OF WALL

SHELF

(TOS)

TOP OF

FOUNDATION

(TOF)

TOP OF WALL /

PRECAST NICHES

(TOW)

BOTTOM OF

FOOTING

(BF) SEE STRUCT.

TOP OF FOOTING

(TF) SEE STRUCT.

8 COLUMN CLOSED END NICHE UNIT(8'-11

2" ) 9 COLUMN CLOSED END NICHE UNIT(9'-11

2" )

3'-2"

8"

8'-21

4" (INCLUDES (2) 3/8" JOINTS)

2"

1'-10"

2"

9'-21

4" (INCLUDES (2) 3/8" JOINTS)

CI705

CI706

CI705

A

B

C

D

E

A

B

C

D

E

8 COLUMN CLOSED END NICHE UNIT(8'-11

2" )

3'-2"

8"

8'-21

4" (INCLUDES (2) 3/8" JOINTS)

2"

1'-10"

2"

1 5 15 2510 20

A AC B AAB AA

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

2.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI704

COLUMBARIUM DETAILS 3

1/2" = 1'-0"

BID OPTION: COLUMBARIUM ELEVATION (WALLS 11, 13, 15, 17)1 0 1' 2'6"

DLM JDB

1/2" = 1'-0"

BID OPTION: COLUMBARIUM ELEVATION (WALLS 12, 14, 16, 18)2 0 1' 2'6"

COLUMBARIUM WALL ELEVATIONS

WALL NUMBER TOP OF NICHE UNIT TOP OF SHELF TOP OF FOUNDATION TOP OF FOOTING BOTTOM OF FOOTING

11 / 12 472.12 465.09 464.73 462.43 460.93

13 / 14 472.39 465.36 465.00 462.66 461.16 15 / 16 472.58 465.55 465.19 462.84 461.34 17 / 18 472.82 465.79 465.43 463.07 461.57

A DENOTES BASE STONE TYPE, SEE

CI710 FOR BASE STONE DETAILS

NOTES:

SEE CI709 FOR CAP STONE TYPE DETAILS

ALABAMA STONE SILVER SHADOW, VEINE CUT,

LIMESTONE VENEER, TYP.

ALABAMA STONE SILVER

SHADOW, VEINE CUT,

LIMESTONE PIER CAP, TYP.

FINISHED GRADE, TYP.

2'-3" 2'-3"

4'-6"

SACK RUB CONCRETE FINISH ON

FOUNDATION MINIMUM 6" BELOW

FINISH GRADE, TYP.

CI708

UNDERCUT SOFTENED SOIL AND

REPLACE WITH APPROPRIATE

FILL MATERIAL(S) TO 4' DEPTH

PER GEOTECHNICAL ENGINEER'S

RECOMMENDATIONS, TYP.

TOP OF FOOTING

VARIES

BOTTOM OF

FOOTING VARIES

CONTINUOUS DRIP SLOT, TYP.

3/8" BACKER ROD AND SEALANT JOINT; COLOR TO BE

DETERMINED DURING MOCK-UP REVIEW, TYP.

EPDM MEMBRANE (45 MIL) OVER ENTIRE TOP OF PIER WRAP

OVER SIDES OF PIER CORE MIN. 8", TYP.

AIR CAVITY W/EXTRUDED POLYMER MATRIX DRAINAGE MESH

HEAT LAMINATED TO A PERMEABLE FILTER FABRIC; BASIS

OF DESIGN: CAV-AIR-ATOR BY KEENE. ATTACH DRAINAGE

MESH TO CIP CONCRETE PIER CORE WITH ADHESIVE, TYP.

REINFORCED CONCRETE PIER CORE, SEE STRUCTURAL

DRAWINGS, TYP.

S.S. MASONRY ANCHOR; BASIS OF DESIGN: HB 433, 16" MAX.

VERTICAL AND HORIZONTAL SPACING, TYP.

3/8" TYPE N MORTAR JOINT, COLOR TO MATCH EXISTING, TYP.

APPLY WATER PROOF MEMBRANE

AND DIMPLE DRAINAGE BOARD

SYSTEM BELOW GRADE ON

FOUNDATION AND FOOTING, TYP.

CONC. PAVEMENT WITH

THICKENED EDGE, TYP.

REINFORCED CONCRETE

FOUNDATION AND FOOTING,

SEE STRUCTURAL DRAWING,

TYP,

BASE STONE AND

FLASHING ENLARGEMENT

DRAINAGE STONE BACKFILL

(AASHTO #57 STONE) WRAPPED IN

FILTER FABRIC WITH PERF.

FOOTING DRAIN, HOLES DOWN,

W/F.F. SOCK, TYP. SEE DRAINAGE

PLANS

COMPACTED SUBGRADE

PARTIAL TYPE N MORTAR BED, TYP.

CI705

4/5

CI708

8"

TYP.

TOP OF

FOUNDATION (TOF)

VARIES

FINISH GRADE

VARIES

TOP OF PIER

(TOP) VARIES

EQUAL TO

ADJACENT TOP OF

PRECAST NICHE

UNITS (TOW)

3 8" TY

P.

10" 1'-5" 10"1'-5"

CL LAYOUT LINE

DECORATIVE GRAVEL

STRIP, TYP.

CI709

RECESSED S.S. WELD PLATES,

MIN. 2 PER NICHE UNIT, TYP.

CI707

WELD PLATE AND STONE ANCHOR AT TOP OF PIER 2

CI705

8"

1' 1'

4" FOOTING DRAIN PIPE

TPO FLASHING WITH MORTAR NET,

WEEPS, TERMINATION BAR, MASTIC,

AND CORNER BOOTS. BASIS OF

DESIGN MORTAR NET SOLUTIONS

TOTAL FLASH CAVITY WALL

DRAINAGE SOLUTION,

THERMOPLASTIC POLYOLEFIN

(TPO), 18" SIZE, MORTAR NET

SOLUTIONS CORNER BOOTS AND

CORNER S.S. FLASHING, INSTALL

PER MANUFACTURERS'

RECOMMENDATIONS, TYP.

S.S. DRIP EDGE, TYP.

S.S. TERMINATION BAR WITH LIP

MASTIC

1" AIR CAVITY W/EXTRUDED

POLYMER MATRIX DRAINAGE MESH

HEAT LAMINATED TO A PERMEABLE

FILTER FABRIC; BASIS OF DESIGN

CAV-AIR-ATOR BY KEENE. ATTACH

DRAINAGE MESH TO CIP CONCRETE

PIER CORE WITH ADHESIVE, TYP.

LIMESTONE PANELS

CONCRETE FOUNDATION,

SACK RUB CONCRETE FINISH

ON FOUNDATION MINIMUM 6"

BELOW FINISH GRADE, TYP.

DECORATIVE GRAVEL STRIP

LIMESTONE BASE STONE

3/8" MORTAR JOINT, TYP.

STONE ANCHOR, BASIS OF DESIGN

HB #433 STONE ANCHOR, SEE

STRUCTURAL DETAILS, TYP.

MORTAR, TYP.

(2) ANCHORS PER BASE STONE;

BASIS OF DESIGN SHALL BE HB

#431, SEE STRUCTURAL DETAILS

3/8" SEALANT AND BACKER ROD

JOINT BETWEEN STONES, TYP.

S.S. ANCHOR, BASIS OF DESIGN HB

#452, SEE STRUCTURAL DRAWINGS

FOR ANCHOR AND ATTACHMENT, TYP.

LIMESTONE VENEER, TYP.

KERF IN STONE PANEL TO RECEIVE

ANCHOR, EPOXY IN PLACE

LIMESTONE CAP

CONCRETE PIER CORE, TYP.

1" MIN.

TYP. 6 5/8" TYP.

1 1/2" MIN.

CLEAR

PLASTIC SHIM BEYOND, TYP.

RECESSED WELD PLATE, TYP.

TPO FLASHING WITH MORTAR NET,

WEEPS, TERMINATION BAR, MASTIC,

AND CORNER BOOTS. BASIS OF

DESIGN MORTAR NET SOLUTIONS

TOTAL FLASH CAVITY WALL

DRAINAGE SOLUTION,

THERMOPLASTIC POLYOLEFIN

(TPO), 18" SIZE, MORTAR NET

SOLUTIONS CORNER BOOTS AND

CORNER S.S. FLASHING, INSTALL

PER MANUFACTURERS'

RECOMMENDATIONS, TYP.

S.S. DRIP EDGE, TYP.

S.S. TERMINATION BAR

WITH LIP

MASTIC

1" AIR CAVITY W/EXTRUDED

POLYMER MATRIX DRAINAGE MESH

HEAT LAMINATED TO A PERMEABLE

FILTER FABRIC; BASIS OF DESIGN

CAV-AIR-ATOR BY KEENE. ATTACH

DRAINAGE MESH TO CIP

CONCRETE PIER CORE WITH

ADHESIVE, TYP.

LIMESTONE FILLER STRIP

CONCRETE FOUNDATION,

SACK RUB CONCRETE FINISH

ON FOUNDATION MINIMUM 6"

BELOW FINISH GRADE, TYP.

DECORATIVE GRAVEL STRIP

(1) ANCHOR PER FILLER STRIP; BASIS

OF DESIGN SHALL BE HB #431, SEE

STRUCTURAL DETAILS

EQ. EQ.

MORTAR, TYP.

ALABAMA STONE SILVER SHADOW, VEINE CUT,

LIMESTONE FILLER STRIP, TYP.

PIER BEYOND, TYP.

ALABAMA STONE SILVER

SHADOW, VEINE CUT,

LIMESTONE CAP, TYP.

FINISHED GRADE, TYP.

1'-101 4" 1'-101

4"

3'-81 2"

UNDERCUT SOFTENED SOIL AND

REPLACE WITH APPROPRIATE

FILL MATERIAL(S) TO 4' DEPTH

PER GEOTECHNICAL ENGINEER'S

RECOMMENDATIONS, TYP.

TOP OF FOOTING

VARIES

BOTTOM OF

FOOTING VARIES

CONTINUOUS DRIP SLOT, TYP.

3/8" BACKER ROD AND SEALANT JOINT; COLOR TO BE

DETERMINED DURING MOCK-UP REVIEW, TYP.

EPDM MEMBRANE (45 MIL) OVER ENTIRE TOP OF PIER WRAP

OVER SIDES OF PIER CORE MIN. 8", TYP.

AIR CAVITY W/EXTRUDED POLYMER MATRIX DRAINAGE MESH

HEAT LAMINATED TO A PERMEABLE FILTER FABRIC; BASIS

OF DESIGN: CAV-AIR-ATOR BY KEENE. ATTACH DRAINAGE

MESH TO CIP CONCRETE PIER CORE WITH ADHESIVE, TYP.

REINFORCED CONCRETE PIER CORE, SEE STRUCTURAL

DRAWINGS, TYP.

3/8" TYPE N MORTAR JOINT, COLOR TO MATCH EXISTING, TYP.

APPLY WATER PROOF MEMBRANE

AND DIMPLE DRAINAGE BOARD

SYSTEM BELOW GRADE ON

FOUNDATION AND FOOTING, TYP.

CONC. PAVEMENT WITH

THICKENED EDGE, TYP.

DECORATIVE GRAVEL

STRIP, TYP.

REINFORCED CONCRETE

FOUNDATION AND FOOTING,

SEE STRUCTURAL DRAWING,

TYP,

BASE STONE AND

FLASHING ENLARGEMENT

DRAINAGE STONE BACKFILL

(AASHTO #57 STONE) WRAPPED IN

FILTER FABRIC WITH PERF.

FOOTING DRAIN, HOLES DOWN,

W/F.F. SOCK, TYP. SEE DRAINAGE

PLANS

COMPACTED SUBGRADE

PARTIAL TYPE N MORTAR BED, TYP.

CI705

4"

TYP.

TOP OF

FOUNDATION (TOF)

VARIES

FINISH GRADE

VARIES

TOP OF PIER

(TOP) VARIES

EQUAL TO

ADJACENT TOP OF

PRECAST NICHE

UNITS (TOW)

3 8"

4" 1'-5" 51

4"1'-5"

CL LAYOUT LINE

1'-101 4" 1'-101

4"

CI708

CI709

4/5

CI708

RECESSED S.S. WELD PLATES BETWEEN

PIER AND NICHE UNITS, TYP.

CI707

WELD PLATE AND STONE ANCHOR AT TOP OF PIER

CI705

8"

1' 1'

4" FOOTING DRAIN PIPE

3/8" SEALANT AND BACKER ROD

JOINT BETWEEN STONES, TYP.

S.S. ANCHOR, BASIS OF DESIGN HB

#452, SEE STRUCTURAL DRAWINGS

FOR ANCHOR AND ATTACHMENT, TYP.

LIMESTONE FILLER STRIP, TYP.

KERF IN STONE PANEL TO RECEIVE

ANCHOR, EPOXY IN PLACE

LIMESTONE CAP

CONCRETE PIER CORE, TYP.

1" MIN.

TYP. 4" TYP.

1 1/2" MIN.

PLASTIC SHIM BEYOND, TYP.

RECESSED WELD PLATE, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

2.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI705

COLUMBARIUM DETAILS 4

1" = 1'-0"

COLUMBARIUM PIER SECTION1 1'0 6"3"

DLM JDB

1" = 1'-0"

COLUMBARIUM SECTION AT FILLER STRIP3 1'0 6"3"

1" = 1'-0"

STONE VENEER ATTACHMENT AT TOP OF PIER2 1'0 6"3" 1" = 1'-0"

STONE FILLER STRIP ATTACHMENT AT TOP OF WALL4 1'0 6"3"

1" = 1'-0"

FLASHING AT COLUMBARIUM PIER BASE STONE5 1'0 6"3"

1" = 1'-0"

FLASHING AT COLUMBARIUM FILLER STRIP6 1'0 6"3"

2'- 3"

9" 2'-

3" 9"

4'- 6"

6'- 0"

90.00°TYP.

8"

9"

2'-5"

4"

2'-53 4"

3'-23 4"

8"

FACE OF WALL

SHELF, TYP.

FACE OF

FOUNDATION

BELOW, TYP.

3/8" SEALANT AND

BACKER ROD JOINT, TYP.

STONE FILLER STRIP, TYP.

PIER BASE STONE, TYP.

CAVITY BEHIND

VENEER

W/DRAINAGE

MESH, TYP.

REINFORCED CONCRETE PIER

CORE, SEE STRUCTURAL

DRAWINGS, TYP.

FACE OF CONCRETE

FOUNDATION (BELOW), SEE

EDGE OF

CONC. PVMNT,

TYP.

1'- 5"

1'- 5"

LIMIT OF REINFORCED CONCRETE

FOOTING BELOW, SEE

STRUCTURAL DRAWINGS, TYP.

2'-2"

4" 13

4"

4" 1

4"

11" 11"

1'-10"

1'- 5"

1'- 5"

51 4" 51 4"

43 4" 43 4"

3'- 81 2"

4'- 6"

REINFORCED CONCRETE PIER

CORE, SEE STRUCTURAL

DRAWINGS, TYP.

FACE OF CONCRETE

FOUNDATION (BELOW), SEE

STRUCTURAL DRAWINGS, TYP.

3/8" SEALANT AND

BACKER ROD JOINT, TYP.

STONE FILLER STRIP, TYP.

PIER BASE STONE, TYP.

CAVITY BEHIND

VENEER W/DRAINAGE

MESH, TYP.

WALL BASE

STONE, TYP.

1'- 4"

1'- 4"

LAYOUT POINT

LAYOUT LINE

NOTE:

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

INFORMATION.

7'-0"

LAYOUT POINT

LAYOUT LINE

NOTE:

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

INFORMATION.

7'-0"

2'- 3"

2'- 3"

8"

3'-51 8" 2'-2"

2" 2" 11" 11"

1'-10"

43 4" 43 4"

3'- 4"

4'- 6"

FACE OF REINFORCED

CONCRETE FOUNDATION,

SEE STRUCTURAL

DRAWINGS, TYP.

FACE OF REINFORCED

CONCRETE FOUNDATION, SEE

STRUCTURAL DRAWINGS, TYP.

4'- 6"

3'-2"

21 4"

43 4"

21 4"

43 4" 21 4" 21 4"

LIMIT OF REINFORCED CONCRETE

FOOTING BELOW, SEE

STRUCTURAL DRAWINGS, TYP.

1'- 8"

1'- 8"

LIMIT OF REINFORCED CONCRETE

FOOTING BELOW, SEE

STRUCTURAL DRAWINGS, TYP.

CONCRETE JOINT,

SEE STRUCTURAL

DRAWINGS, TYP.

EXTEND HORIZONTAL

REINFORCEMENT THROUGH

CONSTRUCTION JOINT, TYP.

90.00°TYP.

CL

NICHE COVER ATTACHMENT (MOUNTING

BRACKET & ROSETTES), TYP.

C1705

TOP OF FOOTING

VARIES

BOTTOM OF

FOOTING VARIES

TOP OF

FOUNDATION (TOF)

VARIES

FINISH GRADE

VARIES

TOP OF PRECAST

NICHE UNITS (TOW)

TOP OF SHELF

VARIES

APPLY WATER PROOF MEMBRANE

AND DIMPLE DRAINAGE BOARD

SYSTEM BELOW GRADE ON

FOUNDATION AND FOOTING, TYP.

CONC. PAVEMENT WITH

THICKENED EDGE, TYP.

COAT NON-VISIBLE FACES OF CONCRETE FOUNDATION

WITH CEMENTITIOUS DAMP PROOFING, TYP.

LAYOUT LINE

CONTINUOUS DRIP SLOT, TYP.

BACKER ROD AND SEALANT JOINTS ALL AROUND NICHE

UNITS, TYP.

1/2" X 5" S.S. PINS INSTALL NON-SHRINK GROUT INTO TOP

WEB AND LOOSE FIT INTO CAP, (2) PINS PER CAP, TYP.

EPDM MEMBRANE (45 MIL) OVER ENTIRE

TOP OF PRECAST NICHE UNITS, TYP.

RECESSED S.S. WELD PLATES,

MIN. 2 PER NICHE UNIT, TYP.

GOVERNMENT PROVIDED AND CONTRACTOR

INSTALLED MARBLE NICHE COVER, TYP.

FIELD DRILL HOLE IN COLUMBARIUM NICHE FLOOR TO

ACCEPT 1/2" DIA. X 6" TYPE 316 S.S. PIN. PROVIDE 2

PER PRECAST NICHE UNIT; PATCH WITH TYPE S

MORTAR, FLUSH ON INSIDE. HOLES SHALL BE AS

SHOWN ON DETAIL, TYP.

3/8" BACKER ROD AND SEALANT JOINT AT TOP,

BOTTOM, & SIDES OF PRECAST NICHES, TYP.

LIMESTONE BASE STONE, MORTAR

SOLID, TYPE N MORTAR, TYP.

PRECAST COLUMBARIUM NICHE UNIT,

TYP.; 12" NOM. SETTING GAP BETWEEN

UNITS; SET UNITS SO FACE TO FACE

DISTANCE IS AS INDICTED

REINFORCED CONCRETE

FOUNDATION AND FOOTING,

SEE STRUCTURAL DRAWINGS,

TYP.

DRAINAGE STONE BACKFILL

(AASHTO #57 STONE) WRAPPED IN

FILTER FABRIC WITH PERF.

FOOTING DRAIN, HOLES DOWN,

W/F.F. SOCK, TYP. SEE DRAINAGE

PLANS

PARTIAL TYPE N MORTAR BED, SEE

CAP SETTING DETAILS, TYP.

CI707

3'-4"

UNDERCUT SOFTENED SOIL AND

REPLACE WITH APPROPRIATE

FILL MATERIAL(S) TO 4' DEPTH

PER GEOTECHNICAL ENGINEER'S

RECOMMENDATIONS, TYP.

COMPACTED SUBGRADE

1'-8" 1'-8"

4" 4"1'-4" 1'-4"

DECORATIVE GRAVEL

STRIP, TYP.

CI708

CI709

CI707

CI707

3'-81 2"

8"

1' 1'

4" FOOTING DRAIN PIPE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

2.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI706

COLUMBARIUM DETAILS 5

DLM JDB

1" = 1'-0"

COLUMBARIUM PLAN SECTION B2

1" = 1'-0"

COLUMBARIUM PLAN SECTION C3 1'0 6"3"

1'0 6"3"

1" = 1'-0"

DOUBLE-SIDED COLUMBARIUM WALL SECTION1 1'0 6"3"

2" 1'-10"

1'- 21 2"

AT

B

AC

K, TY

P. 1'-8" TYP.

11 2"

F

RO

NT

TY

P.

1'- 3"

F

RO

NT

TY

P.

FIELD DRILL

HOLE FOR 1/2" Ø

S.S. PIN (SEE

INSTALLATION

DETAILS), TYP.

1/4"Ø HOLE

CAST-IN-PLACE

(TYP.)

5 NICHE HIGH PRECAST

COLUMBARIUM UNIT

(SECTION)

FIELD DRILL

HOLE FOR 1/2"

Ø S.S. PIN (SEE

INSTALLATION

DETAILS), TYP.

HORIZONTAL

NICHE WEB (TYP.)

11 2"

FR

O

NT

7'- 0"

1'- 41 2"

TO

1'- 3"

F

RO

NT

11 2"

F

RO

NT

1'

℄ TO ℄

TYP.

11 2"

F

RO

NT

4"

CONDITION

@ END

2"

(2) RECESSED WELDPLATES AT

EA. JOINT; STAINLESS STEEL, 1/4"

MIN. THICKNESS; PROVIDE SHOP

DRAWINGS

NICHE COVER

ATTACHMENT; SEE

PRE-CAST CONC. COLUMBARIUM

UNIT: UNIT SHALL BE 5 NICHES

HIGH, SEE LAYOUT PLANS FOR

RESPECTIVE DETAILS

1'

℄ TO ℄

TYP.

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

7, 8, OR 9 NICHE WIDE

(ELEVATION)

4" JNT. NICHE JOINT BETWEEN PRECAST

CONC. COLUMBARIUM UNITS;

PROVIDE BACKER ROD AND

SEALANT AT ALL EXPOSED

JOINTS (FRONT OF NICHE UNITS);

SEALANT COLOR SHALL BE

APPROVED BY THE OWNER'S

DESIGNATED REPRESENTATIVE.

NOTES:

1. ALL EXPOSED CONCRETE (NICHE

FRONTS) SHALL BE GROUND OR

PATCHED SMOOTH; APPLY NICHE FACE

COATING AS SPECIFIED PRIOR TO NICHE

COVER INSTALLATION. PROVIDE

SUBMITTAL.

2. RECESS WELD PLATES. SIZE, NUMBER, &

ATTACHMENT LOCATION SHALL BE AS

PER MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

3. JOINTS BETWEEN UNITS WHERE

EXPOSED IN NICHE UNIT SHALL BE

SEALED, WITH BACKER ROD AND

SEALANT.

4. OWNER PROVIDED NICHE COVERS,

CONTRACTOR INSTALLED.

FA

CE

O F

PR

E-

CA

ST

CO

NC

. U

NI

T

CI707

VERTICAL NICHE WEB, TYP.

HORIZONTAL NICHE WEB, TYP.

RECESSED WELDPLATE;

STAINLESS STEEL, 1/4" MIN.

THICKNESS; ATTACH WITH WELD

PLATES SIDE TO SIDE, AND END

TO PIER; PROVIDE SHOP

DRAWINGS.

ALIGN WEB CENTERLINES ON BACK

TO BACK NICHE UNITS. (TYP.)

PRE-CAST CONC. COLUMBARIUM

UNIT (TYP.); (STEEL REINFORCING

NOT SHOWN FOR CLARITY);

CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR APPROVAL WITH

PRECAST AND CAST-IN-PLACE

ATTACHMENTS

1/4"Ø HOLE CAST-IN-PLACE (TYP.)

0'-11

2"

0'-13 4"

@ BACK

0'-2"

@ BACK,

TYP.

0'-07 8"

1'-0"

℄ TO ℄

TYP.0'-11

2"@

FRONT, TYP.

1'-

0'-10"

TYP. 0'-

2" 1'-

8"

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

7, 8, OR 9 NICHE WIDE

(PLAN)

BACKER ROD AND SEALANT

JOINTS, TYP.

NICHE JOINT BETWEEN PRECAST

CONC. COLUMBARIUM UNITS;

*SPACING ACROSS JOINTS SHALL

BE MAINTAINED AS 1'-0" ℄ TO ℄

TYP.-GRIND ENDS IF NECESSARY;

PROVIDE BACKER ROD AND

SEALANT AT ALL EXPOSED JOINTS

(FRONT OF NICHE UNITS); SEALANT

COLOR SHALL BE APPROVED BY

THE OWNER'S DESIGNATED

REPRESENTATIVE.

FIELD DRILL

HOLES FOR

1/2" PINS,

RECESS AND

EPOXY GROUT

FLUSH WITH

INSIDE, TYP.

0'-101 2"@

FRONT

TYP.

90.0°

LAYOUT

LINE

VERTICAL NICHE

WEB CENTERLINE

(TYP.)

0'-

0'-13 4"

0'-

0'-13 4"

NOTE:

WASHER THICKNESS AS NECESSARY TO ENSURE EDGE OF

ROSETTE DOES NOT TOUCH NICHE COVER WHEN FULLY

TIGHTENED. ROSETTE CAN NOT BE MORE THAN 1/16" AWAY

FROM NICHE COVER WHEN FULLY TIGHTENED.

STAINLESS STEEL ROSETTE (VA STANDARD),

SATIN FINISH, PROVIDE PRODUCT LITERATURE.

1" Ø

3/4" TO 7/8" O.D. WHITE OR CLEAR

NEOPRENE OR SILICONE WASHER

10-24 X 1 3/4" LENGTH STAINLESS

STEEL TAMPER-PROOF BOLT,

(SNAKE-EYE) BUTTON HEAD

FRONT ELEV. SECTION

STAINLESS STEEL

THREADED SPRING-CLIP

TO RECEIVE ROSETTE

BOLT

11 4"

1 2"

1"

2"

2"

SIDE VIEW

PLAN VIEW

5/16" X 3/4"

SLOTS

4"

11 4"

3/32" THICK STAMPED

STAINLESS STEEL

ANGLE W/ (2) SLOTS

FRONT VIEW

11 2"

C L

4"1

4"

4"

5 16

TYP. CONDITION AT

TOP OF PRECAST UNIT

RECESSED HOLE

CAST-IN-PLACE TO

ACCOMMODATE CARRIAGE

BOLT FLUSH WITH TOP OF

PRECAST UNIT

S.S. CARRIAGE BOLT, LOCK

WASHER & HEX NUT 1/4" X 1

3/4"

HEAD OF

CARRIAGE BOLT

TO BE FLUSH

WITH TOP OF

PRECAST

SEE SPECIFICATIONS FOR

REQUIREMENTS FOR ROSETTE

SCREW ATTACHMENT AND

ALIGNMENT IN TOP ROW

1/

4"

TY

P.

TYP. CONDITION AT

INTERMEDIATE SHELVES

OF PRECAST UNIT

1/4" X 3" S.S. THREADED

ROD, LOCK WASHER &

HEX NUT (TYP.)

PLASTIC SHIMS, TYP.

1/4" Ø HOLE

CAST-IN-PLACE (TYP.)

MOUNTING

BRACKET (TYP.)

3/4" Ø

NEOPRENE

OR SILICONE

WASHER

(TYP.),

BEHIND

ROSETTE

ROSETTE &

SPANNER

HEAD BOLT

(TYP.)

OWNER PROVIDED

NICHE COVERS

W/ PRE-DRILLED

3/8" Ø HOLES TO

ACCEPT ROSETTE

& BOLT;

CONTRACTOR

INSTALLED

1"

TYP.

CI707

CI707

TYP. CONDITION AT

BOTTOM OF

PRECAST UNIT

1/4" X 1 3/4" S.S.

EXPANSION BOLT, LOCK

WASHER & HEX NUT (TYP.)

1/4" Ø HOLE

CAST-IN-PLACE

1/

4"

TY

P.

DOUBLE-SIDED COLUMBARIUM

WALL AT END PIER PLAN (TOP)

RECESS WELD

PLATE FOR FILLER

STRIP ANCHOR, TYP.

RECESS FOR FILLER STRIP

WELD PLATE AND ANCHOR

PRE-CAST NICHE UNIT,

TYP.

CONCRETE

PIER CORE

(2) 2"X6"X1/4" S.S. WELD

PLATES CAST INTO PRECAST

NICHE UNITS, TYP.

(1) 3"X9"X1/4" TOP S.S.

WELD PLATE, TYP.

(1) 4"X6"X1/4" S.S.

WELD PLATE CAST

INTO CONC. PIER

CORE, TYP.

8"

DOUBLE-SIDED COLUMBARIUM WALL

AT INTERMEDIATE PIER PLAN (TOP)

(1) 3"X9"X1/4" TOP S.S.

WELD PLATE, TYP.

PRE-CAST NICHE UNIT,

TYP.

(2) 2"X6"X1/4" S.S. WELD

PLATES CAST INTO

PRECAST NICHE UNITS,

TYP.

PRE-CAST NICHE

UNIT BACK, TYP.

FACE OF NICHE

WALL (WEB)

BELOW, TYP.

(1) 4"X6"X1/4" S.S. WELD

PLATE CAST INTO

CONC. PIER CORE, TYP.

CONCRETE

PIER CORE

RECESS WELD

PLATE FOR FILLER

STRIP ANCHOR, TYP.

SECTION (TOP)

AT NICHE UNITS

TOP WELD PLATE SHALL

BE FLUSH WITH

CONCRETE OR BELOW

CONCRETE SURFACE

TOP OF

NICHE UNIT

(1) TOP S.S. WELD PLATE.

CONTROLLED WELDING SHALL

BE USED TO PREVENT

OVERHEATING AND CRACKING

OF CONCRETE

2"X6"X1/4" S.S. WELD

PLATE CAST INTO

PRE-CAST UNIT

4" STUBS, MIN.

JOINT BETWEEN

PRE-CAST NICHE

UNITS OR NICHE UNIT

AND CIP STEM WALL

2"X6"X1/4" S.S. WELD

PLATE CAST INTO

PRE-CAST UNIT

3/16" FILLET WELD ALL

AROUND WELD PLATE,

TYP. TOP OF CONCRETE

PIER

S.S. STONE ANCHOR. WELD TO WELD

PLATE; CONTROLLED WELDING SHALL BE

USED TO PREVENT OVERHEATING AND

CRACKING OF CONCRETE

6"X1/4" S.S. WELD

PLATE CAST INTO

CONCRETE PIER;

LENGTH VARIES, SEE

PIER PLAN SECTION

4" STUBS, MIN.

EDGE OF

STONE PANEL

AIR CAVITY

BETWEEN PIER

AND STONE

PANEL

2" OVERLAP

MIN.

SECTION (TOP)

AT PIERS

2" WIDE CUSTOM BLACK

GRANITE TRUNCATED

DOME PAVERS

24" MIN.

FULL LENGTH OF

PARALLEL PARKING

8" PREFORMED EXPANSION

JOINT FILLER WITH SEALANT

TO TOP OF CONCRETE BASE,

TYP.

CONCRETE PAVING, TYP.

REVERSE FLOW MOUNTABLE

CONCRETE CURB, TYP.

ASPHALT

PAVEMENT, TYP.

8" LONG #4 STAINLESS STEEL

DOWELS AT 24" O.C. - GREASE

ONE END

5" CONCRETE BASE BENEATH

TRUNCATED DOMES

1" LIMESTONE SCREENING

SETTING BED1" CORE DRILLED WEEPS @ 3' O.C. IN CONCRETE

COURSE UNDER UNIT PAVERS. COVER TOP OF

WEEKS WITH CONTINUOUS FILTER FABRIC (PROVIDE

MINIMUM 6" OVERLAP BEYOND WEEP).

SWEEP JOINTS AROUND PAVERS

WITH LIMESTONE SCREENINGS; MIST

WITH WATER TO COMPACT; REPEAT

PROCESS AS NECESSARY TO ENSURE

JOINTS ARE FULL

5"

NOTES:

1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR GRANITE PAVERS AFTER

VERIFYING THE CONSTRUCTED SITE CONDITION.

2. SIZE, SHAPE, AND SPACING OF CARVED TRUNCATED DOMES SHALL BE PER THE

ARCHITECTURAL BARRIERS ACT, SECTION 705.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

2.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI707

COLUMBARIUM DETAILS 6

1" = 1'-0"

PRECAST COLUMBARIUM NICHE UNITS (5 NICHE HIGH)2 1'0 6"3"

DLM JDB

NTS

ROSETTES5NTS

MOUNTING BRACKET4NTS

NICHE COVER ATTACHMENT3

NTS

NICHE WELD PLATES1

NTS

TRUNCATED DOME PAVER DETAIL6

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

0'-10"

TYP.

CAP SHIMS (MIN. NUMBER

SHOWN), TYP.

TOP OF PRE-CAST

COLUMBARIUM UNIT, TYP.

NICHE COVER, TYP.

CAP ABOVE, TYP.

PARTIAL TYPE N MORTAR

BED FOR CAPS, ABOVE

NICHE WEBS, TYP.

NICHE WEBBING BELOW,

TYP.

FIELD DRILLED HOLE (TWO

(2) HOLES AND TWO (2)

PINS PER CAP SEGMENT)

TO RECEIVE S.S. PIN

(DRILLED AFTER CAPS

HAVE BEEN SET); TYP.

SEALANT JOINT WITH

BACKER ROD ON TOP,

BETWEEN PRECAST NICHE

UNITS, TYP.

SET CAP SHIMS BACK

FROM FACE OF PRECAST

NICHE UNITS TO AVOID

CONFLICT WITH BACKER

ROD, SEALANT, AND WEEP

VENTS AT CAPS JOINTS.

SHIMS TO ALIGN WITH

PRECAST NICHE UNIT

VERTICAL WEBS BELOW,

TYP.

NOTES:

THOROUGHLY CLEAN TOP

OF PRECAST NICHE UNITS.

PROVIDE SHIMS AND

MORTAR AT MAXIMUM

SPACING SHOWN (LESS

THAN 1'-0") REGARDLESS

OF WHETHER THE

SUBSTRATE BELOW IS

PRECAST NICHE OR PIERS.

0'- 13 4"M

AX

TY

P.

CAP SHIMS, TYP.

RECESSED WELD PLATES;

SEE WELD PLATE

ENLARGEMENT, TYP.

SEALANT JOINT WITH

BACKER ROD, TYP.

FIELD DRILLED HOLE TO

RECEIVE S.S. PIN IN

CONCRETE PIER CORE

TYP.

SEALED EDGE OF EPDM

MEMBRANE OVER ENTIRE

TOP OF PRECAST NICHE

UNITS AND CAST-IN-PLACE

CONCRETE PIER CORES.

MAINTAIN 1/4" FROM

EXPOSED EDGE OF

PRECAST UNIT. EPDM TO

WRAP AROUND TOP OF

PIER CORE AND EXTEND

DOWN THE VERTICAL

FACES. TYP.

APPROXIMATE EDGE OF

PAVEMENT BELOW, TYP.

FACE

OF CAP

FACE OF COLUMBARIUM NICHE COVER

PRECAST

COLUMBARIUM UNITFIELD-DRILLED HOLE TO ACCEPT S.S.

PINS (AFTER CAPS ARE SET); TWO (2)

PINS PER CAP; PIN IS LOOSE-FIT IN CAP;

PLUG HOLE END W/ NON-SHRINK GROUT,

FLUSH W/PRECAST NICHE SURFACE.

HOLE SHALL BE NOT GREATER THAN 1/8"

IN DIAMETER THAN PIN.

SETTING JOINT WITH BACK TO BACK UNITS.

RECESSED S.S.

WELD PLATES

FOR ALL CAP DRIP

SLOTS REFER TO

SPECIFICATIONS, TYP.

NICHE COVER ATTACHMENT, TYP.

EPDM MEMBRANE (45 MIL) OVER ENTIRE

TOP OF PRECAST UNITS & PIERS, TYP.

NOTES:

1. RECOMMEND CONTRACTOR USE TEMPORARY

PAINTERS' TAPE TO CREATE THE APPEARANCE

OF A UNIFORM JOINTS (CLEAN, STRAIGHT) EVEN

IF THERE IS A VARIATION IN THE ACTUAL GAP

BETWEEN THE BOTTOM OF THE CAP AND THE

TOP OF THE NICHE.

2. WELD PLATE AND WELDS SHALL BE FLUSH TO

1/8" MAX ABOVE THE TOP OF THE PRECAST

NICHE UNITS, TYP. WELD PLATES ARE BELOW

EPDM MEMBRANE.

3. ENSURE TO PLACE TYPE N MORTAR BLOBS

UNDER CAP AS SHOWN ON CAP SETTING PLAN

DETAIL.

3/ 8"

3/

SURFACE OF SEALANT TO BE CONCAVE

ENSURE CLEAN STRAIGHT LINE. RECOMMEND USE OF

PAINTERS TAPE 1/16" FROM EDGE AS A TEMPORARY

GUIDE. (USE AS RECOMMENDED BY MANUFACTURER)

0'-3/4"

TAPE

TAPE

WALL LAYOUT LINE

EXPOSED EDGE

OF PRECAST

UNIT

EPDM 45 MIL. MEMBRANE OVER ENTIRE TOP OF PRECAST UNITS AND

PIERS. MAINTAIN 1/4" FROM EXPOSED EDGE OF PRECAST UNIT

HONEYCOMB POLYPROPYLENE WEEP VENT; SURFACE OF VENT TO BE FLUSH

WITH NICHE FACE; SEE DETAIL 2 ON CI714 FOR ADDITIONAL INFORMATION.

PARTIAL TYPE N

MORTAR BED, TYP.

BACKER ROD & SEALANT; CONTINUOUS AT ALL EXPOSED JOINTS. SEALANT

JOINT DEPTH SHALL BE PER MANUFACTURER'S RECOMMENDATIONS, TYP.

PLASTIC SHIMS; 4 LOCATIONS EACH CAP. SET SHIMS CENTERED OVER

PRECAST NICHE UNITS VERTICAL WEBS, AND A MINIMUM OF 3/4" FROM

EXPOSED EDGE OF PRECAST NICHE UNIT

3/8"

3 8"

O F

NI

CH

E W

EB

CAP

3/4" WIDE CUSTOM WEEP

VENT CENTERED ON CAP

JOINT ENSURE CLEAN

STRAIGHT EDGES PER

APPROVED MOCKUP.

CONTRACTOR TO VERIFY

WEEP VENT IS NOT IN

CONFLICT WITH CAP SHIMS

BACKER ROD AND SEALANT AT ALL

EXPOSED JOINTS, TYP.

PLASTIC SHIMS BEHIND WEEP VENT; 4 LOCATIONS

EACH CAP MIN.; ALL SHIMS TO OCCUR OVER

PRECAST COLUMBARIUM VERTICAL WEBS

SEALANT CONTINUOUS UP

TO WEEP VENT, TYP.

PRECAST COLUMBARIUM

VERTICAL WEB

ENSURE CLEAN STRAIGHT LINE. RECOMMEND USE OF

PAINTERS TAPE 1/16" AS A TEMPORARY GUIDE (USE AS

RECOMMENDED BY MANUFACTURER)

SURFACE OF SEALANT TO

BE FLUSH, TYP.

BACKER ROD AT

CAP OVERHANG

NICHE COVER ATTACHMENT

ALIGN CENTER LINE OF CAP JOINT WITH CENTER LINE

OF PRE-CAST CONC. COLUMBARIUM UNIT NICHE WEB

OR ALIGN CENTER LINE OF CAP JOINT WITH CENTER

LINE OF COLUMBARIUM UNIT NICHE JOINT.

TEMPORARY TAPE, TYP.

TEMP. PAINTER'S TAPE TO CREATE UNIFORM JOINT

APPEARANCE (CLEAN, STRAIGHT)

NOTES:

1. ALIGN VERTICAL WALL BASE STONE JOINTS WITH VERTICAL CAP STONE JOINTS WHERE

SHOWN ON COLUMBARIUM ELEVATIONS. JOINTS SHALL BE CENTERED ON CENTERLINE

OF NICHE WEB. WEEP VENTS SHALL BE PLACED AT EACH VERTICAL CAP JOINT AND

VERTICAL BASE STONE SEALANT JOINTS.

2. ALL JOINTS SHALL BE CLEAN & PRIMED PRIOR TO APPLYING SEALANT. APPLY

APPROVED JOINT PRIMER IMMEDIATELY PRIOR TO SEALANT APPLICATION FOLLOWING

CLEANING WHICH IS TO BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS. DEPTH OF SEALANT SHALL BE EQUAL TO WIDTH OF JOINT ±1/16"

TYP. MANUFACTURER'S RECOMMENDATIONS GOVERN. BACKER ROD NOT MEETING

THIS TOLERANCE SHALL BE REMOVED AND RESET BEFORE APPLYING SEALANT.

EPDM MEMBRANE (45 MIL)

OVER ENTIRE TOP OF

PRECAST UNITS & PIERS

CI708

C L

CL

CAP ARRIS LINE

ADJACENT FINISHED GRADE 1/2" BELOW

WALK ELEVATION - SEE PLAN FOR

MATERIAL

6"X6" W2.1/2.1 WWM CENTERED IN SLAB,

USE ONLY SHEETS, NOT ROLLS, PLACE

MESH ON CHAIRS

#4 SLIP DOWELS @ 18" O.C. X 18" LONG

-GREASE AND CAP ONE END OR USE

SPEED DOWEL

TOOLED CONTROL JOINT - 1/6 SLAB DEPTH

3/8" WIDE EXPANSION JOINT WITH

PREMOLDED ASHPALTIC JOINT FILLER &

SEALANT, 1/4" RADIUS AT SLAB EDGES

REINFORCED CONCRETE PAVEMENT,

MEDIUM BROOM FINISH TO REMOVE TOOL

MARKS. 4,000 PSI CONCRETE AFTER 28

DAYS.

1/4" RADIUS AT ALL EXPOSED EDGES

ALDOT NO.610 DENSE GRADED

AGGREGATE BASE COMPACTED TO 98%

MODIFIED PROCTOR

*H .D

. 8

*L .D

. 4

*H .D

. 6

*L .D

. 3

VARIES

(SEE PLAN)

3" MIN.

3" MIN.

9"

MIN.

9"

MIN.

COMPACTED TOP TWO (2) FEET OF

SUBGRADE 98% STANDARD PROCTOR

*H.D. = HEAVY-DUTY

*L.D. = LIGHT-DUTY

3/8"

TOOLED JOINT W/ 1/4" RADIUS

EDGES AS SHOWN, TYP.

JOINT SEALANT & BACKER

ROD; SEE SPECIFICATIONS

PRE-MOLDED

ASPHALTIC JOINT

FILLER

CONCRETE PAVEMENT, TYP.

#4 SLIP DOWELS, TYP.

3"

24"

EXPANSION JOINT

EXPANSION JOINTS TO

OCCUR 60' O.C. MAX AT ALL

CURBS & WHERE SHOWN ON

PLANS AND OTHER DETAILS.

1/4"

1" D

EP

TH

TY

P.

TOOLED JOINT W/ 1/4" RADIUS

EDGES AS SHOWN, TYP.;

TOOLING SHALL ALSO OCCUR

AROUND PERIMETER OF

CONCRETE PAVEMENT, TYP.

CONCRETE PAVEMENT, TYP.

CONTROL JOINT

8" 3"

6"

3" CLEAR

(3) #5 CONTINUOUS BARS

#3 @ 18" O.C.; EXTEND 24" FROM

EDGE OF WALK AND 6" INTO

NON-THICKENED SLAB

COMPACTED SUBGRADE

5" THICK COMPACTED

SUBBASE COURSE

REINFORCED LIGHT DUTY

CONCRETE PAVEMENT

6"x6" W1.4 x 1.4WWM CENTERED IN

SLAB

1/4" RADIUS AT ALL EXPOSED

EDGES

6"

7"6"

FINISH GRADE; 1/4" BELOW

ADJACENT PAVEMENT UNLESS

OTHERWISE NOTED

" 3"

8"

3" CLEAR

(3) #5 CONTINUOUS BARS

#3 @ 18" O.C.; EXTEND 24" FROM

EDGE OF WALK AND 6" INTO

NON-THICKENED SLAB

COMPACTED SUBGRADE

5" THICK COMPACTED

SUBBASE COURSE

REINFORCED HEAVY DUTY

CONCRETE PAVEMENT

6"x6" W1.4 x 1.4WWM CENTERED IN

SLAB

1/4" RADIUS AT ALL EXPOSED

EDGES

6"

7"6"

FINISH GRADE; 1/4" BELOW

ADJACENT PAVEMENT UNLESS

OTHERWISE NOTED

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

2.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI708

COLUMBARIUM DETAILS 7

DLM JDB

NTS

CAP SETTING PLAN3

NTS

CAP SETTING SECTION1

NTS

CAP JOINTING ELEVATION2 NTS

THICKENED CONCRETE EDGE5

NTS

CONCRETE PAVEMENT4

THICKENED EDGE AT HEAVY DUTY CONCRETE

THICKENED EDGE AT LIGHT DUTY CONCRETE

4" SOLID

PVC RISER

45° SWEEP

ELBOWS (2) MIN.

1'-0" MIN.

HDPE PERFORATED PIPE

(HOLES DOWN)

FOOTING DRAIN PIPE

CONCRETE

FOUNDATION

RECESSED

4" PVC

CLEANOUT

WITH PLUG

FINISH

GRADE

TOP OF

FOOTING

BOTTOM OF

FOOTING

2"

GASKETED PVC FITTING

MANUFACTURED FOR CONVERTING

FROM CORRUGATED HDPE PIPE TO

PVC. BASIS OF DESIGN NYLOPLAST

OR APPROVED EQUAL

TOP OF

FOUNDATION

D

E

" M

IN

CONCRETE SIDEWALK,

TYP.

FILTER FABRIC; HOLD FROM

FINISH SURFACE MIN 1"

VARIES,

SEE PLANS

NICHE COVER BEYOND, TYP.

PRE-CAST CONCRETE

COLUMBARIUM NICHE UNIT

3/8" ROUNDED WASHED GRAVEL; COLOR

TO MATCH EXISITNG, TYP.

LIMESTONE BASE STONE

FL

O

W

45°

WYE (SIZE AS

INDICATED)

PERFORATED HDPE

HEADER PIPE

45° OR 30° BEND AS

REQ'D

STORM PIPE

45° OR 30° BEND AS

REQ'D

SLOPE

ST (STORM PIPE) INVERT

AS INDICATED

HP (HEADER PIPE)

INVERT AS NOTED

12" PVC INLET DRAIN

STRUCTURE

BASIS OF DESIGN

MANUFACTURER: NYLOPLAST

MODEL: 2812AG

O.D. 1'-01 2"

6" M

IN

SU

M

P

6" M

IN

CRUSHED STONE

COMPACTED

SUBGRADE

1'- 6"

M

IN

CO

VE

R

FINISHED GRADE:

LANDSCAPE

ISLAND OR LAWN

PROVIDE EITHER PEDESTRIAN FRAME AND GRATE

OR SOLID COVER AS NOTED ON PLANS.

BASIS OF DESIGN FOR PEDESTRIAN FRAME AND

GRATE 12 99 CGP L BY NYLOPLAST. BASIS OF

DESIGN FOR SOLID COVER 12 99 CGC L BY

NYLOPLAST. BOTH GRATE AND SOLID COVERS

SHALL BE LOCKABLE AND BLACK IN COLOR.

CAP TYPE A CAP TYPE B

CAP

TYPE C CAP TYPE B

CAP

TYPE D CAP TYPE B CAP TYPE E CAP TYPE B

CAP

TYPE D CAP TYPE B

CAP

TYPE C CAP TYPE B CAP TYPE A (SIM.)

SEE DETAIL 9/CI709 FOR INDIVIDUAL CAP TYPE DETAILS

4'-

6" 1'-

1'-

6"

6" 1'-3" 1'-3" 71 8"

3'-71 8"

91 8" 91 8"

WASH

W

AS

H W

AS

H

WASH ARRIS LINE, TYP.

CONTINUOUS

DRIP SLOT

UNDERSIDE

OF CAP, TYP.

ALABAMA

LIMESTONE,

HONED FINISH

ALL FACES, TYP.

CAP A

CI709

90.00°TYP.

90.00°TYP.

CI709

CAP B

3'-0 9 16"

ARRIS LINE, TYP.

CONTINUOUS

DRIP SLOT

UNDERSIDE

OF CAP, TYP.

ALABAMA

LIMESTONE,

HONED FINISH

ALL FACES, TYP.

1'- 77 8"

1'- 77 8"

3'- 33 4"

63 8" 63 8"

4'- 41 2"

90.00°TYP.

CI709

CAP C

1'-115 8"

ARRIS LINE, TYP.

CONTINUOUS

DRIP SLOT

UNDERSIDE

OF CAP, TYP.

ALABAMA

LIMESTONE,

HONED FINISH

ALL FACES, TYP.

1'- 77 8"

1'- 77 8"

4'- 41 2"

3'- 33 4"

63 8" 63 8"

90.00°TYP.

CI709

CAP D

2'-2"

ARRIS LINE, TYP.

CONTINUOUS

DRIP SLOT

UNDERSIDE

OF CAP, TYP.

ALABAMA

LIMESTONE,

HONED FINISH

ALL FACES, TYP.

91 8"

1'- 77 8"

1'- 77 8"

3'- 33 4"

91 8"

4'-

31 8" 31 8"

8" 63

8"

CI709

90.00°TYP.

CI709

CAP E

2'-115 8"

ARRIS LINE, TYP.

CONTINUOUS

DRIP SLOT

UNDERSIDE

OF CAP, TYP.

ALABAMA

LIMESTONE,

HONED FINISH

ALL FACES, TYP.1'-

77 8" 1'-

77 8"

3'- 33 4"

63 8" 63 8"

4'- 41 2"

6" 6"1'-11" 1'-11" 4'-10"

3" 5"

6"

1 4"

1'- 2"

WASH WASH

WASH WASH

CONTINUOUS DRIP SLOT, TYP.

CI709

6" 4"

1"

8" 1'-77

8" 1'-77 8" 63

8"

CONTINUOUS DRIP SLOT, TYP.10

CI709

4'-41 2"

WASH

1 4"

WASH

WASH WASH

1" 2"

3 8"

8" 1

8"

4"

6" 4"

1"

6" 1'-11" 1'-11" 6"

CONTINUOUS DRIP SLOT, TYP.10

CI709

4'-10"

WASH

1 4"

WASH

WASH WASH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

2.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI709

COLUMBARIUM DETAILS 8

DLM JDB

1" = 1'-0"

FOOTING DRAIN CLEAN OUT AT COLUMBARIUM WALL1 1'0 6"3" NTS

DECORATIVE STONE STRIP AT COLUMBARIUM WALL2 NTS

WYE CONNECTION: STORM DRAIN TO HEADER PIPE3 NTS

YARD DRAIN4

1" = 1'-0"

COLUMBARIUM WALL CAP PLAN5 1'0 6"3" 1" = 1'-0"

END PIER CAP SECTION6 1'0 6"3" 1" = 1'-0"

WALL CAP SECTION7 1'0 6"3"

NTS

DRIP SLOT101" = 1'-0"

COLUMBARIUM CAP PLANS: CAP TYPES A-E9 1'0 6"3"

1" = 1'-0"

INTERMEDIATE PIER CAP SECTION8 1'0 6"3"

AutoCAD SHX Text C

L

B

PIER

PANEL A

PIER

PANEL B

PIER

PANEL B

PIER

PANEL B

PIER

PANEL C

END-PIER

BASE STONE B

(SIM.)

END-PIER BASE

STONE A

END-PIER

BASE STONE B

PIER CAP,

SEE CAP

PLAN

CI709

A

B

C

D

E

PIER

PANEL D

PIER

PANEL E

PIER

PANEL E

PIER

PANEL E

PIER

PANEL F

END-PIER

BASE STONE B

END-PIER

FILLER

STRIP, TYP.

PIER CAP,

SEE CAP

PLAN

CI709

2'-1134"

65 8"

2'-1134"

1' -5

1 16

KERFS TO RECEIVE

ANCHOR PINS, TYP.

A

2'-1134"

1' -41 8"

KERFS TO RECEIVE

ANCHOR PINS, TYP.

A 2'-1134"

93 16

KERFS TO RECEIVE

ANCHOR PINS, TYP.

A

2'-6"

1' -5

1 16

KERFS TO RECEIVE

ANCHOR PINS, TYP.

B

2'-6"

1' -41 8"

KERFS TO RECEIVE

ANCHOR PINS, TYP.

B 2'-6"

93 16

KERFS TO RECEIVE

ANCHOR PINS, TYP.

B

2'-6"

65 8"

7 8"

8" 27

8"

2"

1"

4" 3'-2"

1" 8"

2'-714"

8"

1"

1" 61 2"

1" 33 8"

7 8"

7 8"

7 8"

4"

2"

1"

4"

4"

2"

1"

7 8"

4"

1"

61 2"

1"

33 8"

4" 2'-10"

43 8" 43 8"83 4"

1" 23 8"

2'-714"

8" 1"

A B

ELEVATION A ELEVATION BFRONT ELEVATION

PLAN

SECTION C

C

71 4"

1 2" 1"

1" 61 2"

1"

33 8"

2'-1134"

7 8"

4"

8"

1"

1"

61 2"

1"

33 8"

2'-1134"

71 4"

23 8" 1"

5 8"

7 8"

A

SECTION A

FRONT ELEVATION

PLAN

1058"

4"

3'-09 16"

A

4"

1'-1158" A

4"

2'-1158" A 3"

4"

7' -43 8"

4"

4"

4"

KERF TO RECEIVE

ANCHOR PINS AT

TOP OF PANEL, TYP.

FRONT ELEVATION

SECTION A

A

KERF TO RECEIVE

ANCHOR AT

BOTTOM OF PANEL,

TYP.

KERF TO RECEIVE

ANCHOR AT

CENTER OF PANEL,

SIDE AS SHOWN ON

PLAN SECTIONS,

TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

J-2

3\2

_V

AN

CA

ID

IQ

E_

AL

AB

AM

A_

NA

TI

ON

AL

_C

EM

ET

ER

Y_

PH

3\2

CA

D\

7C

M3

3.C I70

2.0 .20

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 163

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CI710

COLUMBARIUM DETAILS 9

DLM JDB

NTS

COLUMBARIUM END PIER STONE DETAILS2

END PIER BASE STONE B

END PIER FRONT ELEVATION END PIER SIDE ELEVATION

END PIER BASE STONE A

PIER PANEL A PIER PANEL B PIER PANEL C

PIER PANEL C PIER PANEL D PIER PANEL E

PIER PANEL SECTION 'A' PIER PANEL SECTION 'B'

END PIER FILLER STRIP

NTS

COLUMBARIUM BASE STONES AT NICHE UNITS1

BASE STONE A BASE STONE B BASE STONE C BASE STONE SECTION 'A'

MID-PIER

FILLER

STRIP, TYP.

PIER

PANEL G

PIER

PANEL H

PIER

PANEL H

PIER

PANEL H

MID-PIER

FILLER

STRIP, TYP.

PIER CAP,

SEE CAP

PLAN

MID-PIER

BASE STONE

CI709

PIER

PANEL J

1'-2"

1'-

1 16

KERFS TO RECEIVE

ANCHOR PINS, TYP.

C

1'-2"

1'- 41 8"

KERFS TO RECEIVE

ANCHOR PINS, TYP.

C

1'-2"

3 16

KERFS TO RECEIVE

ANCHOR PINS, TYP.

C 1'-2"

65 8"

7 8"

8" 27

8"

2"

1"

4"

ELEVATION A

7 8"

8"27

8"

2" 1"

4"

ELEVATION B

1" 8"

1'-31 4"

8"

1"

1" 61 2"

1" 33 8"

7 8"

4" 1'-2" 4"

43 8" 43 8"83 4"

1" 23 8"

1'-31 4"

8" 1"

1" 1 2"27 8"

FRONT ELEVATION

C

1'-10"

PLAN

4"

2"

1"

7 8"

4"

1"

61 2"

1"

33 8"

SECTION C

A B

7'- 43 8"

8"

4"

8"

KERF TO RECEIVE

ANCHOR PINS AT

TOP OF PANEL, TYP.

FRONT ELEVATION

SECTION A

A

KERF TO RECEIVE

ANCHOR AT

BOTTOM OF PANEL,

TYP.

KERF TO RECEIVE

ANCHOR AT

CENTER OF PANEL,

SIDE AS SHOWN ON

PLAN SECTIONS,

TYP.

EX

PA

NS

IO

N

JO

IN

T

1'-0" MIN. 1'-0" MIN.

EQ.EQ.

CO

NT

RO

L

JO

IN

T

TO

P O

F

RA

M P

CO

NT

RO

L

JO

IN

T

BO

TT

O

M O

F

RA

M P

EX

PA

NS

IO

N

JO

IN

T

6'-6"1'-9" 1'-9"

EMBED POSTS IN

CONCRETE PAVEMENT,

PROVIDE FLANGE, TYP.

CI711

CONCRETE WALK,

FINISH GRADE, TYP.

1.9" O.D. SCHED. 40 POWDER COATED

OVER GALVANIZED STEEL RAILING.

ENSURE SMOOTH FINISH, TYP.

FISH-MOUTH JOINT,

TYP.; FULL…