3-867CM3001-NANC-BidDoc-Dwgs 14-26.pdf

PDF 15 MB Posted May 25, 2023

Attached to: Y1PZ--867CM3001: Construction, Gravesite Expansion - New Albany NC (VA-23-00070571)
Solicitation number: 36C78623B0021
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines the requirements for a federal construction contract opportunity to expand gravesites at the Fort McPherson National Cemetery in Maxwell, Nebraska. The solicitation calls for the contractor to provide all management, supervision, labor, equipment, materials and tools necessary to prepare the site and complete all work, including demolition, site preparation, and construction in accordance with attached drawings and specifications. The contractor must complete all work, submittals, reviews, construction services, and closeouts within 365 calendar days of award. The contractor will be responsible for adhering to National Cemetery Administration dignity standards and ensuring reverence and respect for the site as a final resting place for veterans. The document specifies construction site protocols, safety requirements, and procedures to follow in the event of exposure or damage to human remains during the course of work.

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File	Type	Posted
36C78623B0021 0003.docx	DOCX document	Jun 16, 2023
36C78623B0021 0004.docx	DOCX document	Jun 14, 2023
36C78623B0021 0002.docx	DOCX document	May 25, 2023
4-IFB SOW 837CM3001 New Albany NC - Copy.docx	DOCX document	May 25, 2023
36C78623B0021 0001.docx	DOCX document	May 25, 2023
Past Performance.pdf	PDF	May 25, 2023
Wage Determination.pdf	PDF	May 25, 2023
3-867CM3001-NANC-BidDoc-Dwgs 00-13.pdf	PDF	May 25, 2023
RFI Form.pdf	PDF	May 25, 2023
Cost Estimate Worksheet.pdf	PDF	May 25, 2023
3-867CM3001-NANC-BidDoc-Specs.pdf	PDF	May 25, 2023
36C78623B0021_1.docx	DOCX document	May 25, 2023

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CUSTOM FABRICATED FRAME AND

HINGED HEEL PROOF GRATE

FLUSH WITH FINISH GRADE.

FINISH

GRADE

12" PVC INLET DRAIN

STRUCTURE 6"

M P

6" M

CRUSHED STONE

COMPACTED

SUBGRADE

1' -6

" M

PLACE (8) #4 BAR

TIE TO EACH

OTHER AND

WWF

MIN.

3"MIN.

CUSTOM FRAME

AND GRATE

PLAN

CONTROL JOINT,

TYP.

CONCRETE

PAVEMENT

PROFILE

45°

WYE (SIZE AS

INDICATED)

STORM PIPE

45° OR 30° BEND

AS REQ'D

STORM PIPE

45° OR 30° BEND

AS REQ'D

SLOPE

INVERT AS

INDICATED

NOTE:

1. NO STANDARD 90 DEGREE

FITTINGS ALLOWED

TURF REMOVAL/ RESTORATION

METALLIC FOIL TRACER TAPE

"CAUTION-WATER"

24" MIN.

" M

6" M

UNDISTURBED EARTH

SAND

TYPE K COPPER WATER

SERVICE: SIZE INDICATED

ON PLANS

APPROVED FILL

4" SOLID

PVC RISER

45° SWEEP

ELBOWS (2)

1' MIN.

CONCRETE

FOUNDATION,

BEYOND

4" HDPE

PERFORATED

PIPE

FOOTING CLEANOUT

TOP OF FOOTING

BOTTOM OF FOOTING

4" HDPE SOLID

PIPE

TRANSITION PERFORATED

TO SOLID PIPE

ROUNDED WASHED GRAVEL,

SEE SPECIFICATIONS.

RECESSED 4" PVC CLEANOUT

WITH PLUG

4" SOLID PVC RISER

(WHERE INDICATED)

EXISTING

BUILDING

4" SOLID

PVC

TRANSITION HDPE TO

PVC FITTING

CONNECT TO EXISTING WATER

LINE WITH A TEE. CONTRACTOR

TO CONFIRM SIZE AND MATERIAL.

3/4" SELF-DRAINING

CURB STOP VALVE

3/4" TYPE K COPPER

WATER SERVICE

SOLID CONCRETE

BEARING BLOCK,TYP.

CURB BOX

FINISHED GRADEVALVE BOX WITH

BLACK LID

SOLID CONCRETE

BEARING BLOCK, TYP.

FILTER FABRIC

3/4" SELF-DRAINING

CURB STOP VALVE

3/4" X 3/4" ADJUSTABLE

PRESSURE REGULATOR

CONCRETE PAD

ARCHITECTURAL

PRECAST CONCRETE

POST WITH WATER

SPIGOT ASSEMBLY

" M

1-1/2" SCH 40 PVC

3/8" PEX A TUBING

3/8" PEX TO 3/4" COPPER

PIPE ADAPTER

STAINLESS

STEEL BAND

CASING PIPE

RUBBER SEAL CARRIER PIPE

STAINLESS

STEEL BAND

1' MAX. 1' MAX. 10' MAX. (TYP.) 2' MAX.

DISTANCE OF BORE

CASING PIPE CARRIER

PIPE JOINT

PIPE CASING

SPACER

CARRIER

PIPE

CASING SPACERS

CASING END SEAL

NOTES:

1. APPROVED CASING SPACERS AND END SEALS SHALL BE

INSTALLED PER MANUFACTURER'S SPECIFICATIONS. USE

A "CENTERED CONFIGURATIONS AND PROVIDE THE

MANUFACTURER WITH THE FOLLOWING INFORMATION:

CARRIER PIPE O.D., CASING PIPE I.D., AND LENGTH

10"

LETTERING ON COVER: STORM

RECESSED THREADED CLEANOUT PLUG

FINISHED GRADE

CAST IRON FRAME &

COVER. INSTALL FLUSH

WITH FINISH GRADE

8 LONG SWEEP BEND

4" SDR 26 PVC

TRANSITION HDPE TO

SDR 26 PVC

CRUSHED STONE

CONCRETE COLAR

FRAME PLAN

1' -1

9 16

1'-138"

39 16 " 113 16

SECTION

GRATE PLAN

1 4" M

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\14

.C G5

.0.

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM DBH

CG501

UTILITY DETAILS 1

Scale: NTS

AREA DRAIN4Scale: NTS

STORM PIPE TRENCH1

Scale: NTS

STORM SEWER CONNECTION5

Scale: NTS

WATER PIPE TRENCH6

Scale: NTS

FOOTING CLEANOUT - TYPE 23

INVERT

3'-0" MAX.

3" M

FLEXIBLE NEOPRENE BOOT SEAL

ASSEMBLY IN CORED HOLE

STAINLESS STEEL BAND CLAMP

INSIDE FACE OF MANHOLE

NON-SHRINK GROUT AFTER

INSTALLATION OF HOLDING BOOT

ALUMINUM ALLOY KORBAND

2" PROJECTION INTO M.H.

AT PIPE SPRINGLINE

FORM NEW CEMENT INVERT FROM

NEW PIPE TO EXISTING M.H. INVERT.

TOP OF BASE SLAB

PRECAST CONCRETE

BASE SECTION

Scale: NTS

CONNECTION TO EXISTING STRUCTURE7

Scale: NTS

NOT USED2

Scale: NTS

FLOWER WATERING STATION VALVE BOX8

Scale: NTS

PIPE CASING9

Scale: NTS

FOOTING CLEANOUT - TYPE 110

AutoCAD SHX Text

PIPE ZONE BEDDING

AutoCAD SHX Text

PIPE ZONE BACKFILL

AutoCAD SHX Text

FINAL TRENCH BACKFILL

AutoCAD SHX Text O.D./2

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

PIPE OD/2

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

COVER

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text O.D.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

METHOD OF

AutoCAD SHX Text

PLACEMENT

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

COMPACTION

AutoCAD SHX Text

COMPACTION

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

COMPACTION

AutoCAD SHX Text + 6"

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

LAWN RESTORATION

AutoCAD SHX Text

TOPSOIL AND SEED

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

NEW PAVEMENT, SEE DETAIL

AutoCAD SHX Text

1.5' MIN. COVER

AutoCAD SHX Text

1.5' MIN. COVER

AutoCAD SHX Text

NEW PAVEMENT SUBBASE MATERIAL REFER TO NEW ASPHALT CONCRETE PAVEMENT DETAIL

AutoCAD SHX Text

TRENCH WALL SLOPES SHALL CONFORM TO O.S.H.A. REGULATIONS, TYP.

AutoCAD SHX Text

FINAL TRENCH BACKFILL

AutoCAD SHX Text

PIPE ZONE BACKFILL

AutoCAD SHX Text

PIPE ZONE BEDDING MATERIAL

AutoCAD SHX Text

SELECT GRANULAR FILL

AutoCAD SHX Text C

AutoCAD SHX Text L

ELKIN AVENUE

APPROXIMATE LIMITS OF

EXISTING OCCUPIED PLOTS, TYP.

EXISTING

MAINTENANCE

BUILDING

FLOWER WATERING

STATION

ASSUME THIS AREA IS

FULLY OCCUPIED WITH

EXISTING GRAVE PLOTS,

TYP.

EXISTING BRICK SIDEWALK

CI703

CI702

SIM.

CI702

SIM.

CI702

SIM.

CI702

SIM.

CI702

SIM.

CI702

SIM.

CI702

SIM.

ALL 4: CO

LUM

NS 1-38 RO

W S A-E

L 4:

C O

R O

W S

A- E

ALL 1: CO

LUM

NS 1-15 RO

W S A-E

L 1:

C O

R O

W S

A- E

ALL 2: CO

LUM

NS 1-15 RO

W S A-E

L 2:

C O

R O

W S

A- E

ALL 3: CO

LUM

NS 1-15 RO

W S A-E

L 3:

C O

R O

W S

A- E

APPROXIMATE LIMITS OF

EXISTING OCCUPIED PLOTS, TYP.

CI704

CI703

SIM.

CI703

COLUMBARIUM I.D., TYP.

COLUMBARIUM WALL

NUMBER, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\15

.C I70

1.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM JDB

CI701

COLUMBARIUM NUMBERING PLAN

NORTH

0 5'3'1'

SCALE: 3/16" = 1'LEGEND

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 (3/CI702).

2. COLUMN NUMBERING INCREASE FROM LEFT TO

RIGHT WHEN FACING WALL.

3. PROVIDE MOCK-UP IN PLACE. MOCK-UP IN PLACE

SHALL BE OF PIER AND WALL TO ESTABLISH

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.

4. 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.

5. 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.

FLOWER WATERING STATION

AutoCAD SHX Text 66" Oak

AutoCAD SHX Text

GLM

WALL I.D. FEATURE ON

LIMESTONE PIER 8" HT.

ENGRAVED

COLUMBARIUM PLAZA I.D.

TOP OF PIER

FOUNDATION (TOF)

VARIES

7" 7"

1'-2"

2' -1

CUT INDIANA LIMESTONE

PIER, BUFF COLOR,

SMOOTH FINISH

4" 1'

-33 4" 1"

6' -35 8"

2'-3" 2'-3"

8" TYP. 15

8" TYP.

8" HT. ENGRAVED

COLUMBARIUM WALL I.D.

(NUMBER DESIGNATION

VARIES; SEE CI701)

DAMP PROOFING ON

BOTTOM OF STONE

ENGRAVED BORDER

LAYOUT LINE, TYP.

4'-6"

8" 1'

-41 2"

135.00°

TYP.

135.00°

TYP. ALIGN

CI713

TYPE N MORTAR JOINT

SACK RUB CONCRETE

FINISH ON FOUNDATION

MINIMUM 6" BELOW

FINISH GRADE, TYP.

FINISH GRADE

CI702

1'-2"

2" HT. ENGRAVED

NICHE ROW I.D.

FONT: OPTIMA BOLD

2" HT. ENGRAVED NICHE COLUMN I.D.

FONT: OPTIMA BOLD. ALIGN WITH CENTER OF NICHE, TYP.

CUT INDIANA LIMESTONE

PIER, BUFF COLOR, SMOOTH

FINISH

TOP OF WALL

FOUNDATION

(TOFW)

THIS AREA REQUIRES

FULL-SIZE, COMPLETE,

MOCK-UP IN PLACE

3/8" SEALANT JOINT WITH

BACKER ROD, TYP.

GOVERNMENT PROVIDED

MARBLE NICHE COVERS,

CONTRACTOR SHALL

INSTALL NICHE COVERS, TYP.

CUT INDIANA LIMESTONE

CAPS, BUFF COLOR, SMOOTH

FINISH, TYP.

CONTRACTOR PROVIDED AND

INSTALLED ROSETTE

HARDWARE, TYP.

KY RIVER MARBLE CUT STONE

BASE STONE, ROCK FACED

FINISH, TYP.

PRECAST NICHE UNITS, TYP.

TOP OF PIER

FOUNDATION

(TOF)

TOP OF PRECAST

NICHES

(TOW)

CUSTOM CUT

WEEP VENT, TYP.

3/8" TYPE N MORTAR

JOINT, TYP.

4" M

8" M

SACK RUB CONCRETE FINISH ON

FOUNDATION MINIMUM 6" BELOW

FINISH GRADE, TYP.

WEEP VENT,

COLOR TO MATCH

SEALANT, TYP.

CI710

CUSTOM WEEP VENT (3/8" x 8 3/8" x 5"), COLOR TO MATCH

SEALANT, ALLOW AIR FLOW

THROUGH WALL, TYP.

ALIGN

TYP.

FINISH

GRADE,

TYP.

CI713

1'-2"

2" HT. ENGRAVED

NICHE ROW I.D.

ALIGN WITH

CENTERLINE OF

NICHE, TYP.

CUT INDIANA

LIMESTONE PIER, BUFF

COLOR, SMOOTH FINISH

TOP OF PIER

FOUNDATION

(TOF)

1' -33 4"

1" 6'

-35 8" 1"

135.00°

TYP.

135.00°

TYP.

8" TYP.

DAMP PROOFING ON

NON-VISIBLE FACES

(BOTTOM OF STONE

AND SIDE HIDDEN BY

WALL FOUNDATION

AND PRECAST NICHE

UNIT)

LAYOUT LINE, TYP.

7" 7"

1'-2"

8" TYP.

TYPE N MORTAR JOINT

SEE NOTE 16

CI713

PIER STONE

DIMENSION CHART

WALL PIER

FOUNDATION DIM 1 DIM 2

1 1 0'-9 7/8" 8'-11 3/16"

1 2 0'-7 15/16" 8'-9 5/16"

2 1 0'-9 1/8" 8'-10 1/2"

2 2 0'-6 15/16" 8'-8 5/16"

3 1 0'-6 5/8" 8'-7 15/16"

3 2 0'-6 5/8" 8'-7 15/16"

4 1 0'-8 7/8" 8'-10 1/4"

4 2 0'-9 3/4" 8'-11 1/16"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\16

.C I70

2.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM KMK

CI702

COLUMBARIUM ELEVATIONS 1

1" = 1'-0"

PIER END VIEW ELEVATION1 1" = 1'-0"

TYPICAL COLUMBARIUM ELEVATION3 1'0 6"3"1'0 6"3"

COLUMBARIUM NOTES:

1. SEE GEOTECHNICAL REPORT. CONTRACTOR'S BID TO

ASSUME REMOVAL AND DISPOSAL OF SOILS FROM EXISTING

GRADE TO BELOW COLUMBARIUM FOOTINGS. IMPORTED FILL

MATERIAL REQUIRED BELOW FOOTINGS. SEE DETAILS AND

SPECIFICATIONS.

2. COLUMBARIUM NICHE COLUMNS SHALL BE IDENTIFIED, FIRST

NICHE COLUMN THEN INCREASING EVERY 10TH COLUMN.

COLUMN NUMBERING INCREASES FROM LEFT TO RIGHT

WHEN FACING WALL.

3. CONTRACTOR IS TO PROVIDE A COMPLETED, CLEANED,

IN-PLACE MOCK-UP OF PIER AND WALL TO ESTABLISH

ACCEPTABLE LEVEL OF WORK. MOCK-UP SHALL BE

REVIEWED AND APPROVED BY COR & A/E OF RECORD PRIOR

TO CONSTRUCTING REMAINING COLUMBARIUM WALLS.

4. ANGLES ARE FOR REFERENCE ONLY. USE COORDINATES

AND LAYOUT LINES FOR SITE LAYOUT.

5. DIMENSIONS SHOWN ARE FOR CONCRETE FOUNDATIONS

UNLESS OTHERWISE INDICATED.

6. FOR CONCRETE REINFORCING SEE STRUCTURAL DRAWINGS.

7. 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 BASF MASTERPROTECT HB300. MASK ITEMS NOT

RECEIVING COATING. CUSTOM COLOR TO MATCH COLOR OF

CONCRETE.

8. RECESS WELD PLATES SIZE, NUMBER, AND ATTACHMENT

LOCATION SHALL BE AS PER NICHE MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP DRAWINGS FOR

APPROVAL.

9. GOVERNMENT (DVA) PROVIDED MARBLE NICHE COVERS,

CONTRACTOR INSTALLED.

10. SEE SPECIFICATIONS FOR CONTRACTOR PROVIDED AND

INSTALLED NICHE COVER ATTACHMENT HARDWARE.

11. 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.

12. COLUMBARIUM WALL BASE STONE DETAILS SEE CI713

13. COLUMBARIUM CUT STONE PIER DETAILS SEE THIS SHEET.

14. COLUMBARIUM CUT INDIANA LIMESTONE STONE CAP DETAILS

SEE CI712.

15. ALL STONE DIMENSIONS REQUIRED TO BE VERIFIED IN FIELD

PRIOR TO FABRICATION AND VERIFIED AGAIN PRIOR TO

INSTALLATION. CONTRACTOR REQUIRED TO SUBMIT

CERTIFIED SURVEYS. SEE SPECIFICATION SECTION 01 00 02

GENERAL REQUIREMENTS.

16. 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.

17. 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.

18. ALIGN VERTICAL BASE STONE JOINTS WITH VERTICAL CAP

STONE JOINTS. 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.

19. ALL JOINTS ARE TO BE PROFESSIONALLY INSTALLED BY

QUALIFIED INDIVIDUALS. SUBMITTAL REQUIRED.

20. SEALANT JOINT INSTALLATION SHALL BE PER SEALANT

MANUFACTURER'S RECOMMENDATIONS. BASIS OF DESIGN

TREMCO DYMONIC 100 POLYURETHANE SEALANT.

21. JOINTS SHALL BE CLEANED AND PRIMED PRIOR TO APPLYING

SEALANT PER THE SEALANT MANUFACTURER'S

RECOMMENDATIONS.

22. 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.

23. MANUFACTURERS' RECOMMENDATIONS GOVERN.

24. TOF - TOP OF FOUNDATION.

25. FG - FINISH GRADE.

26. VIF - VERIFY IN FIELD.

27. 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.

1" = 1'-0"

PIER FACE VIEW ELEVATION2 1'0 6"3"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

ELEVATION WALL 4 EAST

1'-2"

10 COLUMN CLOSED END NICHE UNIT (10'-11

2")

40'-1178"

9 COLUMN CLOSED END NICHE UNIT (9'-11

2") 10 COLUMN CLOSED END NICHE UNIT (10'-11

2")

1'-2"38'-778" (INCLUDES (5) 3/8" JOINTS (38 NICHE COLUMNS)

9 COLUMN CLOSED END NICHE UNIT (9'-11

2")

CAP ACAP BCAP BCAP CCAP BCAP D

CONCRETE JOINT, SEE

FOUNDATION PLAN SECTION

A B B B DC ABBBD

CAP A CAP B CAP B CAP C CAP B CAP D

TOP OF WALL

FOUNDATION

(TOFW) 472.00

TOP OF PIER

FOUNDATION 2

(TOF2) 471.47

TOP OF PRECAST

NICHES

(TOW) 479.03

TOP OF PIER

FOUNDATION 1

471.54 (TOF1)

TOP OF SHELF

471.30

FINISH GRADE (FG)

SEE PLANS

BOTTOM OF

FOOTING

(BF) 768.80

TOP OF FOOTING

(TF) 470.30

CAP STONE TYPE, TYP.

BASE STONE TYPE, TYP.

1'-2"

8 COLUMN CLOSED END NICHE UNIT (8'-11

2")

17'-818"

7 NICHE COLUMN CLOSED UNIT (7'-11

2")

15'-418" (INCLUDES (3) 3/8" JOINTS (15 NICHE COLUMNS) 1'-2"

FINISH GRADE (FG)

SEE PLANS

A B BC A

CAP A CAP B CAP C CAP B CAP A

TOP OF WALL

FOUNDATION

(TOFW) 472.02

TOP OF PIER

FOUNDATION 1

(TOF1) 471.48

TOP OF

PRECAST

NICHES

(TOW) 479.05

TOP OF SHELF

471.32

TOP OF PIER

FOUNDATION 2

(TOF2) 471.64

BOTTOM OF

FOOTING

(BF) 468.82

TOP OF FOOTING

(TF) 470.32

CAP STONE TYPE, TYP.

BASE STONE TYPE, TYP.

1'-2"

7 COLUMN CLOSED END NICHE UNIT (7'-11

2")

17'-818"

8 NICHE COLUMN CLOSED UNIT (8'-11

2")

15'-418" (INCLUDES (3) 3/8" JOINTS (15 NICHE COLUMNS) 1'-2"

TOP OF WALL

FOUNDATION

(TOFW) 472.02

TOP OF PIER

FOUNDATION 2

(TOF2) 471.64

TOP OF

PRECAST

NICHES

(TOW) 479.05

TOP OF SHELF

471.32

TOP OF PIER

FOUNDATION 1

(TOF1) 471.48

FINISH GRADE (FG)

SEE PLANS

BOTTOM OF

FOOTING

(BF) 468.82

TOP OF FOOTING

(TF) 470.32

A B BC A

CAP A CAP B CAP C CAP B CAP A

CAP STONE TYPE, TYP.

BASE STONE TYPE, TYP.

1'-2"

10 COLUMN CLOSED END NICHE UNIT (10'-11

2")

40'-1178"

9 COLUMN CLOSED END NICHE UNIT (9'-11

2") 10 COLUMN CLOSED END NICHE UNIT (10'-11

2")

1'-2"38'-778" (INCLUDES (5) 3/8" JOINTS (38 NICHE COLUMNS)

FINISH GRADE (FG)

SEE PLANS

9 COLUMN CLOSED END NICHE UNIT (9'-11

2")

A B B B DC

ELEVATION WALL 4 WEST

CONCRETE JOINT, SEE

FOUNDATION PLAN SECTION

ABBBD C

CAP ACAP BCAP BCAP CCAP BCAP DCAP A CAP B CAP B CAP C CAP B CAP D

TOP OF WALL

FOUNDATION

(TOFW) 472.00

TOP OF PIER

FOUNDATION 1

(TOF1) 471.54

TOP OF PRECAST

NICHES

(TOW) 479.03

TOP OF PIER

FOUNDATION 2

471.47 (TOF2)

BOTTOM OF

FOOTING

(BF) 468.80

TOP OF FOOTING

(TF) 470.30

TOP OF SHELF

471.30

CAP STONE TYPE, TYP.

BASE STONE TYPE, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\16

.C I70

2.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM KMK

CI703

COLUMBARIUM ELEVATIONS 2

1/2" = 1'-0"

COLUMBARIUM ELEVATION TYPE 2 (WALL 1; COLUMNS 1 TO 15)3

1/2" = 1'-0"

COLUMBARIUM ELEVATION TYPE 1 (WALL 4; COLUMNS 39 TO 76))2 1/2" = 1'-0"

COLUMBARIUM ELEVATION TYPE 2 (WALL 1; COLUMNS 16 TO 30)4

1/2" = 1'-0"

COLUMBARIUM ELEVATION TYPE 1 (WALL 4; COLUMNS 1 TO 38)1 0 1' 2'6"

0 1' 2'6" 0 1' 2'6"

0 1' 2'6"

COLUMBARIUM NOTES:

1. SEE SHEET CI713 FOR BASE STONE DETAILS. BASE STONE

TYPE INDICATED BY LETTER ON ELEVATIONS

2. CONCRETE FOUNDATION JOINTS TO ALIGN WITH PRECAST

NICHE UNIT JOINTS. SEE STRUCTURAL DRAWINGS. INSTALL

JOINT SEALANT AND BACKER ROD ON CONCRETE

FOUNDATION JOINTS

3. COAT NON-VISIBLE FACES OF CONCRETE FOUNDATION NOT

RECEIVING WATERPROOF MEMBRANE WITH CEMENTIOUS

DAMP PROOFING

4. SEE SHEET CI712 FOR CAP STONE DETAILS. CAP STONE

TYPE INDICATED ON ELEVATION.

AutoCAD SHX Text

AutoCAD SHX Text A

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

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AutoCAD SHX Text E

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text B

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AutoCAD SHX Text D

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

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A B BC A

CAP A CAP B CAP C CAP B CAP A

1'-2" 17'-818"

15'-418" (INCLUDES (3) 3/8" JOINTS (15 NICHE COLUMNS) 1'-2"

TOP OF PIER

FOUNDATION 1

(TOF1) 471.88

TOP OF SHELF

471.45

TOP OF PIER

FOUNDATION 2

(TOF2) 471.88

FINISH GRADE (FG)

SEE PLANS

8 COLUMN CLOSED END NICHE UNIT (8'-11

2") 7 NICHE COLUMN CLOSED UNIT (7'-11

2")

TOP OF WALL

FOUNDATION

(TOFW) 472.15

TOP OF

PRECAST

NICHES

(TOW) 479.18

BOTTOM OF

FOOTING

(BF) 468.95

TOP OF FOOTING

(TF) 470.45

CAP STONE TYPE, TYP.

BASE STONE TYPE, TYP.

1'-2"

7 COLUMN CLOSED END NICHE UNIT (7'-11

2")

17'-818"

8 NICHE COLUMN CLOSED UNIT (8'-11

2")

15'-418" (INCLUDES (3) 3/8" JOINTS (15 NICHE COLUMNS) 1'-2"

TOP OF WALL

FOUNDATION

(TOFW) 472.15

TOP OF PIER

FOUNDATION 2

(TOF2) 471.88

TOP OF

PRECAST

NICHES

(TOW) 479.18

TOP OF SHELF

471.45

TOP OF PIER

FOUNDATION 1

(TOF1) 471.88

FINISH GRADE (FG)

SEE PLANS

BOTTOM OF

FOOTING

(BF) 468.95

TOP OF FOOTING

(TF) 470.45

A B BC A

CAP A CAP B CAP C CAP B CAP A

CAP STONE TYPE, TYP.

BASE STONE TYPE, TYP.

1'-2"

7 COLUMN CLOSED END NICHE UNIT (7'-11

2")

17'-818"

8 NICHE COLUMN CLOSED UNIT (8'-11

2")

15'-418" (INCLUDES (3) 3/8" JOINTS (15 NICHE COLUMNS) 1'-2"

TOP OF WALL

FOUNDATION

(TOFW) 472.04

TOP OF PIER

FOUNDATION 2

(TOF2) 471.74

TOP OF

PRECAST

NICHES

(TOW) 479.07

TOP OF SHELF

471.34

TOP OF PIER

FOUNDATION 1

(TOF1) 471.56

FINISH GRADE (FG)

SEE PLANS

BOTTOM OF

FOOTING

(BF) 468.84

TOP OF FOOTING

(TF) 470.34

A B BC A

ELEVATION WALL 2 EAST

CAP A CAP B CAP C CAP B CAP A

CAP STONE TYPE, TYP.

BASE STONE TYPE, TYP.

A B BC A

CAP A CAP B CAP C CAP B CAP A

1'-2" 17'-818"

15'-418" (INCLUDES (3) 3/8" JOINTS (15 NICHE COLUMNS) 1'-2"

FINISH GRADE (FG)

SEE PLANS

8 COLUMN CLOSED END NICHE UNIT (8'-11

2") 7 NICHE COLUMN CLOSED UNIT (7'-11

2")

TOP OF WALL

FOUNDATION

(TOFW) 472.04

TOP OF PIER

FOUNDATION 1

(TOF1) 471.56

TOP OF

PRECAST

NICHES

(TOW) 479.07

TOP OF SHELF

471.34

TOP OF PIER

FOUNDATION 2

(TOF2) 471.74

BOTTOM OF

FOOTING

(BF) 468.84

TOP OF FOOTING

(TF) 470.34

CAP STONE TYPE, TYP.

BASE STONE TYPE, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\16

.C I70

2.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM KMK

CI704

COLUMBARIUM ELEVATIONS 3

1/2" = 1'-0"

COLUMBARIUM ELEVATION TYPE 2 (WALL 3; COLUMNS 1 TO 15)3

1/2" = 1'-0"

COLUMBARIUM ELEVATION TYPE 2 (WALL 3; COLUMNS 16 TO 30)4

1/2" = 1'-0"

COLUMBARIUM ELEVATION TYPE 2 (WALL 2; COLUMNS 1 TO 15)1 0 1' 2'6"

1/2" = 1'-0"

COLUMBARIUM ELEVATION TYPE 2 (WALL 2; COLUMNS 16 TO 30)2 0 1' 2'6" 0 1' 2'6"

0 1' 2'6"

COLUMBARIUM NOTES:

1. SEE SHEET CI713 FOR BASE STONE DETAILS. BASE STONE

TYPE INDICATED BY LETTER ON ELEVATIONS

2. CONCRETE FOUNDATION JOINTS TO ALIGN WITH PRECAST

NICHE UNIT JOINTS. SEE STRUCTURAL DRAWINGS. INSTALL

JOINT SEALANT AND BACKER ROD ON CONCRETE

FOUNDATION JOINTS

3. COAT NON-VISIBLE FACES OF CONCRETE FOUNDATION NOT

RECEIVING WATERPROOF MEMBRANE WITH CEMENTIOUS

DAMP PROOFING

4. SEE SHEET CI712 FOR CAP STONE DETAILS. CAP STONE

TYPE INDICATED ON ELEVATION.

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

5'-0"

LAYOUT

POINT

LAYOUT

LINE

1'-2" 19'-315 16" 19'-315

16" 1'-2"

38'-778"

40'-1178"

2' -3

-3

4' -6

CONSTRUCTION JOINT, INSTALL JOINT SEALANT AND

BACKER ROD, REFER TO STRUCTURAL DRAWINGS

EXTEND HORIZONTAL REINFORCEMENT

THROUGH CONSTRUCTION JOINT

NOTE:

REFER TO

STRUCTURAL

DRAWINGS FOR

REINFORCING

INFORMATION.

5'-0"

LAYOUT POINT

LAYOUT LINE

LIMIT OF REINFORCED CONCRETE FOOTING

BELOW, SEE STRUCTURAL DRAWINGS, TYP.

1' -9

-9

3' -6

REINFORCED CONCRETE

FOUNDATION, TYP.

3'-0"

LAYOUT

POINT

LAYOUT

LINE

1'-2" 15'-418" 1'-2"

2' -3

-3

4' -6

1' -9

-9

3' -6

17'-818"

NOTE:

REFER TO

STRUCTURAL

DRAWINGS FOR

REINFORCING

INFORMATION.

3'-0"

LAYOUT

POINTLAYOUT

LINE

LIMIT OF REINFORCED CONCRETE FOOTING

BELOW, SEE STRUCTURAL DRAWINGS TYP.

REINFORCED CONCRETE

FOUNDATION, TYP.

15'-418" 1'-2"

2' -3

-3

4' -6

17'-818"

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

INFORMATION.

4" 4"

FACE OF

FOUNDATION WALL

BACK OF

BASE STONE

3'-0"

LAYOUT

POINT LAYOUT

LINE

3'-0"

LAYOUT

POINTLAYOUT

LINE

STONE PIER DOWELS,

SEE STRUCTURAL, TYP.

3/8" GAP BETWEEN

CONC. FOUNDATION

AND STONE PIER, TYP.

1' -5

2' -1

1' -5

FACE OF BASE

STONE, TYP.

1'-2"

MORTAR,

TYP.

CUSTOM WEEP

VENT, TYP.

8" 3

PIER STONE, TYP.

COAT NON-VISIBLE FACES OF CONCRETE FOUNDATION,

NOT RECEIVING WATERPROOF MEMBRANE WITH

CEMENTITIOUS DAMP PROOFING, TYP.

COAT NON-VISIBLE FACES OF PIER

WITH CEMENTITIOUS DAMP

PROOFING, TYP.

REINF. CONC.

FNDN, TYP.

19'-315 16" 19'-315

16"

38'-778" 40'-1178"

2' -3

-3

4' -6

FOUNDATION CONSTRUCTION

JOINT, REFER TO STRUCTURAL

DRAWINGS

EXTEND HORIZONTAL REINFORCEMENT THROUGH

CONSTRUCTION JOINT, SEE STRUCTURAL DRAWINGS

5'-0"

LAYOUT POINT

LAYOUT LINE

1'-2"

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

INFORMATION.

5'-0"

LAYOUT POINT

LAYOUT LINE

STONE PIER DOWELS,

SEE STRUCTURAL, TYP.

3/8" GAP BETWEEN CONC

FOUNDATION AND STONE PIER, TYP.

1'-2"

3/8" GAP BETWEEN CONC

FOUNDATION AND STONE PIER

4" 4"

1' -5

2' -1

1' -5

CUSTOM WEEP VENT, TYP.

8" 3

PIER STONE, TYP.

COAT NON-VISIBLE FACES OF CONCRETE FOUNDATION,

NOT RECEIVING WATERPROOF MEMBRANE WITH

CEMENTITIOUS DAMP PROOFING, TYP.

COAT NON-VISIBLE FACES OF PIER

WITH CEMENTITIOUS DAMP

PROOFING, TYP.

FACE OF

FOUNDATION WALL

BACK OF

BASE STONE

FACE OF BASE

STONE, TYP.

MORTAR,

TYP.

REINFORCED CONCRETE

FOUNDATION, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\16

.C I70

2.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM KMK

CI705

COLUMBARIUM PLAN SECTION 1

3/4" = 1'-0"

FOUNDATION PLAN SECTION AT WALL 41 1'0 6"3"

3/4" = 1'-0"

FOUNDATION PLAN SECTION AT WALLS 1, 2, & 32 1'0 6"3"

3/4" = 1'-0"

BASE STONE PLAN SECTION AT WALL 43 1'0 6"3"

3/4" = 1'-0"

BASESTONE PLAN SECTION AT WALLS 1, 2, & 34 1'0 6"3"

5'-0"

LAYOUT POINT

LAYOUT LINE

NOTE:

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

INFORMATION.

5'-0"

LAYOUT POINT

LAYOUT LINE

UNIT AND STONE PIERUNIT AND STONE PIER

1'-2"

10 COLUMN CLOSED END NICHE UNIT (10'-11

2")

40'-1178"

9 COLUMN CLOSED END NICHE UNIT (9'-11

2") 10 COLUMN CLOSED END NICHE UNIT (10'-11

2")

38'-778" (INCLUDES (4) 3/8" JOINTS (38 NICHE COLUMNS)

9 COLUMN CLOSED END NICHE UNIT (9'-11

2")

1'-2"

3/8" SEALANT AND BACKER ROD JOINT

BETWEEN PRECAST CONCRETE NICHE

UNIT AND STONE PIER

NICHE COVER, TYP.

LIMIT OF FOUNDATION BELOW, TYP.

3/8" SEALANT AND BACKER ROD JOINT

BETWEEN PRECAST CONCRETE NICHE

UNIT AND STONE PIER

WELD PLATE,

TYP.

LIMESTONE

CAP ABOVE

1' -5

-5

2' -1

3' -81 2"

3' -1

2' -3

-3

4' -6

8" 3

8"3 8" 3

8"3 8"

EDGE OF CONCRETE

PAVEMENT, TYP.

PIER STONE, TYP.

ROUNDED WASHED GRAVEL

FOR FLOWER VASES, TYP.

TYP.

PRECAST CONCRETE

NICHE UNIT, TYP.

SEALANT AND

BACKER ROD

JOINT, TYP.

WELD PLATE,

TYP.

3 1 16"

9" 9"

3 1 16"

NOTE:

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

INFORMATION.

3'-0"

LAYOUT

POINT LAYOUT

LINE

3'-0"

LAYOUT

POINTLAYOUT

LINE

15'-418" (INCLUDES (3) 3/8" JOINTS (15 NICHE COLUMNS) 1'-2"

2' -3

-3

4' -6

17'-818"

3/8" SEALANT AND BACKER

ROD JOINT BETWEEN

PRECAST CONCRETE NICHE

UNIT AND STONE PIER

NICHE COVER,

TYP.

LIMIT OF FOUNDATION

BELOW, TYP.

3/8" SEALANT AND BACKER

ROD JOINT BETWEEN

PRECAST CONCRETE NICHE

UNIT AND STONE PIER

8 COLUMN CLOSED END NICHE UNIT (7'-11

2")8 COLUMN CLOSED END NICHE UNIT (8'-11

2")

WELD PLATE,

TYP.

LIMESTONE

CAP ABOVE

1' -5

-5

2' -1

3' -81 2"

3' -1

8" 3

1'-2" 8"

EDGE OF CONCRETE

PAVEMENT, TYP.

PIER STONE, TYP.

ROUNDED WASHED GRAVEL

FOR FLOWER VASES, TYP.

PRECAST

CONCRETE

NICHE UNIT,

TYP.

SEALANT AND

BACKER ROD

JOINT, TYP.

WELD PLATE,

TYP.9"

16"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\16

.C I70

2.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM KMK

CI706

COLUMBARIUM PLAN SECTIONS 2

3/4" = 1'-0"

NICHE PLAN SECTION AT WALL 41

1'0 6"3"

3/4" = 1'-0"

NICHE PLAN SECTION AT WALLS 1, 2, & 32

1'0 6"3"

2'-3" 2'-3"

INDOT No. 53 STONE

COMPACTED IN 10" LIFTS

NATIVE CLAY SOIL TO BE

REMOVED TO A MINIMUM DEPTH

OF 4'-0" BELOW FINISH GRADE.

APPLY WATER PROOF MEMBRANE

AND DIMPLE DRAINAGE BOARD

SYSTEM BELOW GRADE ON

FOUNDATION AND FOOTING, TYP.

FILTER FABRIC, TYP.

THICKENED CONC. PAVEMENT

EDGE, TYP.

REINFORCED CONCRETE

FOUNDATION AND FOOTING;

SEE STRUCTURAL DRAWINGS

3/8" ROUNDED WASHED

GRAVEL, TYP.

TOP OF

FOUNDATION (TOF)

VARIES

FINISH GRADE

VARIES

TOP OF FOOTING

SEE STRUCT.

DWGS.

BOTTOM OF

FOOTING

SEE STRUCT.

DWGS.

CUT INDIANA LIMESTONE

PIER, BUFF COLOR,

SMOOTH FINISH

LAYOUT LINE

TYPE N MORTAR BED

DOWELS, SEE

STRUCTURAL DRAWINGS

TYP.

DRAINAGE STONE BACKFILL

(INDOT NO. 8) WRAPPED IN FILTER

FABRIC WITH PERF. FOOTING

DRAIN, HOLES DOWN, W/F.F. SOCK,

TYP. SEE DRAINAGE PLANS

1, 2

CI706

COAT TOP OF PIER

FOUNDATION AND

UNDERSIDE OF STONE

PIER WITH

CEMENTITIOUS DAMP

PROOFING, TYP.

1' -6

" M

1'-0"

MIN

1'-0"

MIN

3, 4

CI705

1, 2

CI705

2" 1'-10"

1' -21 2"

K, TY

P. 1'-8" TYP. 11 2"

1' -3

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.

11 2"

7' -0

1' -41 2"

℄ T O

1' -3

11 2"

℄ TO ℄

TYP.

11 2"

CONDITION

@ END

(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

℄ TO ℄

TYP.

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

7, 8, 9, OR 10 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 COR.

NOTES:

1. ALL EXPOSED CONCRETE (NICHE

FRONTS) SHALL BE GROUND OR

PATCHED SMOOTH; APPLY COLOR COAT

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. VA PROVIDED NICHE COVERS,

CONTRACTOR INSTALLED.

O F

E-

. U

CI711

1'-9" 1'-9"

APPLY WATER PROOF MEMBRANE

AND DIMPLE DRAINAGE BOARD

SYSTEM BELOW GRADE ON

FOUNDATION AND FOOTING, TYP.

FILTER FABRIC, TYP.

CONC. PAVEMENT, TYP.

REINFORCED CONCRETE

FOUNDATION AND FOOTING;

SEE STRUCTURAL DRAWINGS

3/8" ROUNDED WASHED

GRAVEL, TYP.

TOP OF NICHES

(TOW) VARIES

TOP OF

FOUNDATION

(TOFW) VARIES

FINISH GRADE

(FG) VARIES

TOP OF FOOTING

SEE STRUCT.

DWGS.

BOTTOM OF

FOOTING

SEE STRUCT.

DWGS.

INDOT No. 53 STONE

COMPACTED IN 10" LIFTS

NATIVE CLAY SOIL TO BE

REMOVED TO A MINIMUM DEPTH

OF 4'-0" BELOW FINISH GRADE.

DRAINAGE STONE BACKFILL (INDOT

NO. 8) WRAPPED IN FILTER FABRIC

WITH PERF. FOOTING DRAIN,

HOLES DOWN, W/F.F. SOCK, TYP.

SEE DRAINAGE PLANS

4" 4"1'-5" 1'-5"

CUT INDIANA LIMESTONE

CAP, BUFF COLOR,

SMOOTH FINISH, TYP.

PIER BEYOND

LAYOUT LINE

CONTINUOUS

DRIP SLOT, TYP.

BACKER ROD AND SEALANT 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.

NICHE COVER ATTACHMENT

(MOUNTING BRACKET &

ROSETTES), 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, TYP.

3/8" BACKER ROD JOINT AT TOP, BOTTOM, &

SIDES OF PRECAST NICHES, TYP.

TYPE N MORTAR, TYP.

SHELF

VARIES

1, 2

CI706

KY RIVER MARBLE CUT STONE BASE, ROCK FACED FINISH, TYP.

COAT NON-VISIBLE FACES OF CONCRETE WITH

CEMENTITIOUS DAMP PROOFING, TYP.

1' -6

" M

1'-0"

MIN

1'-0"

MIN

CI711

PRECAST COLUMBARIUM

NICHE UNIT, TYP.

CI710

4, 5

CI712

3, 4

CI705

1, 2

CI705

RECESSED WELDPLATE;

STAINLESS STEEL, 1/4" MIN.

THICKNESS; ATTACH WITH WELD

PLATES SIDE TO SIDE, REAR TO

STEM WALL 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'-112"

0'-134"

@ BACK

0'-2"

@ BACK,

TYP.

0'-078"

1'-0"

℄ TO ℄

TYP.0'-112"@

FRONT, TYP.

1' -1

0'-10"

TYP. 0'

-2

1' -8

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

5, 8, OR 10 NICHE WIDE

(PLAN)

BACKER ROD AND SEALANT ALL

JOINTS INSIDE NICHE UNITS, 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 RE/COR.

FIELD DRILL

HOLES FOR 1/2"

PINS, RECESS AND

EPOXY GROUT

FLUSH WITH

INSIDE, TYP.

0'-1012"@

FRONT

TYP.

90.0°

LAYOUT LINE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\16

.C I70

2.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM KMK

CI710

COLUMBARIUM DETAILS 1

1" = 1'-0"

COLUMBARIUM PIER SECTION1 1" = 1'-0"

DOUBLE SIDED COLUMBARIUM WALL SECTION2 1'0 6"3"1'0 6"3"

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

PRECAST COLUMBARIUM NICHE UNITS (5 NICHE HIGH)3

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

DOUBLE-SIDED COLUMBARIUM WALL

PLAN (TOP)

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

S.S. WELD PLATE,

TYP.

FACE OF NICHE

WALL (WEB)

BELOW, TYP.

PRE-CAST NICHE UNIT,

TYP.

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

PLATES CAST INTO

PRECAST NICHE UNITS,

TYP.

PRE-CAST NICHE

UNIT BACK, TYP.

DOUBLE-SIDED COLUMBARIUM WALL AT ENDS

PLAN (TOP)

(1) 3"X4"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.

SECTION (TOP)

AT NICHE UNITS

TOP WELD PLATE SHALL

BE FLUSH WITH

CONCRETE OR BELOW

CONCRETE SURFACE

TOP OF

NICHE UNIT

(1) 3" X 9" X 1/4" 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.

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

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.)

V.A. PROVIDED NICHE

COVERS W/

PRE-DRILLED 3/8" Ø

HOLES TO ACCEPT

ROSETTE & BOLT;

CONTRACTOR

INSTALLED

TYP.

CI711

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

STAINLESS STEEL

THREADED SPRING-CLIP

TO RECEIVE ROSETTE

BOLT

11 4"

1 2"

SIDE VIEW

PLAN VIEW

5/16" X 3/4"

SLOTS

11 4"

3/32" THICK STAMPED

STAINLESS STEEL

ANGLE W/ (2) SLOTS

FRONT VIEW

11 2"

C L

4"1

5 16

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

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\16

.C I70

2.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM KMK

CI711

COLUMBARIUM DETAILS 2

NTS

ROSETTES4

NTS

WELD PLATE DETAILS1

NTS

NICHE COVER ATTACHMENT2

NTS

MOUNTING BRACKET3

EDGE OF CAP

CONTINUOUS

DRIP SLOT

1" 2"

3 8"

8"1

CONTINUOUS

DRIP SLOT, TYP.

CI712

2'-134" 2'-134"

3" 6"

4'-312"

WASH

2" 31

PIER BEYOND,

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"

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

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

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

HONEYCOMB POLYPROPYLENE WEEP VENT; SURFACE OF VENT TO BE FLUSH

WITH NICHE FACE; SEE DETAIL 2 ON CI713 FOR ADDITIONAL INFORMATION.

3/8"

3 8"

O F

E W

CAP

3/4" WIDE SAWN-CUT

WEEP VENT CENTERED ON

CAP JOINT ENSURE CLEAN

STRAIGHT EDGES PER

APPROVED MOCKUP.

BACKER ROD AND SEALANT AT ALL

EXPOSED JOINT, 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

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 ALLIGN CENTER LINE OF CAP JOINT

WITH CENTER LINE OF COLUMBARIUM UNIT NICHE

JOINT.

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 C L

CL2'-1158"

H W

CI712

ARRIS LINE, TYP.

CENTER LINE

CONTINUOUS

DRIP SLOT

UNDERSIDE OF

CAP, TYP.

BUFF INDIANA

LIMESTONE

CAP, SMOOTH

FINISH

.00

TYP.

CAP B

2' -13 4"

4' -31 2"

3'-09 16"

H W

CI712

ARRIS LINE, TYP.

CENTER LINE

CONTINUOUS

DRIP SLOT

UNDERSIDE OF

CAP, TYP.

BUFF INDIANA

LIMESTONE

CAP, SMOOTH

FINISH

.00

TYP.

CAP A

2' -13 4"

4' -31 2"

.00

TYP.

CI712

3'-112"

ARRIS LINE, TYP.

CENTER LINE

CONTINUOUS

DRIP SLOT

UNDERSIDE OF

CAP, TYP.

BUFF INDIANA

LIMESTONE

CAP, SMOOTH

FINISH

H W

CAP C

.00

TYP.

CI712

4'-09 16"

ARRIS LINE, TYP.

CENTER LINE

CONTINUOUS

DRIP SLOT

UNDERSIDE OF

CAP, TYP.

BUFF INDIANA

LIMESTONE

CAP, SMOOTH

FINISH

H W

CAP D

2' -13 4"

4' -31 2"

2' -13 4"

4' -31 2"

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.

VERTICAL COLUMBARIUM

PRECAST NICHE UNIT JOINT,

TYP.

SEALANT JOINT WITH

BACKERROD ON TOP, TYP.

SEALED EDGE OF EPDM

MEMBRANE OVER ENTIRE

TOP OF PRECAST NICHE

UNITS. MAINTAIN 1/4" FROM

EXPOSED EDGE OF

PRECAST UNIT,

SET CAP SHIMS BACK FROM

FACE OF PRECAST NICHE

UNITS TO AVOID CONFLICT

WITH BACKER ROD AND

SEALANT JOINT. SHIMS TO

ALIGN WITH PRECAST NICHE

UNIT VERTICAL WEBS

BELOW, TYP.

RECESSED WELD PLATES;

SEE WELD PLATE

ENLARGEMENT, TYP.

NOTES:

THOROUGHLY CLEAN TOP

OF PRECAST NICHE UNITS.

PROVIDE SHIMS AND GROUT

AT MAXIMUM SPACING

SHOWN REGARDLESS OF

WHETHER THE SUBSTRATE

BELOW IS PRECAST NICHE

OR PIERS

0' -13 4"M

RECESSED WELD PLATES;

SEE WELD PLATE

ENLARGEMENT, TYP.

CAP SHIMS, TYP.

LIMESTONE PIER, TYP.

SEALANT JOINT WITH

BACKER ROD, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\16

.C I70

2.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM KMK

CI712

COLUMBARIUM STONE DETAILS 1

NTS

CAP SETTING SECTION DETAIL5

1" = 1'-0"

CAP STONES (PLAN VIEW)1

1 1/2" = 1'-0"

TYPICAL WALL CAP SECTION2 1'-0" = 1'-0"

CONTINUOUS DRIP SLOT3

6" = 1'-0"

CAP STONE JOINTING DETAIL4

1 1/2" = 1'-0"

TYPICAL WALL CAP SECTION6

3/8" MORTAR JOINT, TYP.

FINISH GRADE AT

FACE OF STONE

WALL BASE STONE

PRECAST

NICHE UNIT

ROSETTE

NICHE COVER

3/8" SEALANT JOINT WITH BACKER ROD

FOUNDATION CONCRETE CONTROL JOINT. ALIGN CONTROL

JOINTS WITH PRECAST NICHE JOINTS. SEE STRUCTURAL

DRAWINGS FOR JOINT DETAIL. COORDINATE JOINT LOCATIONS

WITH PRECAST NICHE UNIT SHOP DRAWINGS. LOCATIONS +/- 1/8"

TOLERANCE

WALL TOF

VARIES

SHELF

VARIES

PRECAST NICHE UNIT

SEALANT JOINT WITH

BACKER ROD

FOUNDATION CONCRETE CONTROL JOINT (BEHIND)

WEEP VENT, COLOR TO

MATCH SEALANT, TYP.

2" 1" MIN.

KY RIVER MARBLE CUT

STONE, ROCK FACED FINISH BASE STONE A

3'-09 16" 2'-1158"

3'-112" 4'-09 16"

NOTE:

CUT STONE, ROCK

FACED FINISH ON

FACE OF BASE

STONES. ALL OTHER

SIDES TO HAVE

SAWN FINISH.

BASE STONE B

BASE STONE C BASE STONE D

SAWN BLANK

EDGE, TYP

ROCK FACED

FINISH, TYP

8" HT. ENGRAVED

COLUMBARIUM PLAZA

I.D.

7" 7"

1'-2"

2' -1

0" 8" HT. ENGRAVED COLUMBARIUM WALL

I.D., SIMILAR TO COLUMBARIUM PLAZA

I.D. ENGRAVING, WALL NUMBER

STANDS PROUD OF BACKGROUND.

NOTE: NUMBER DESIGNATION VARIES;

SEE CI701

ENGRAVED BORDER

8" 1'

-41 2"

8" 8"

11 8"

8"11

8" A A'

CENTER LINE OF

NUMBER / LETTER, TYP.

11 8"

8" 3

8" 3 8" 5

3 8" 3 8"

8" 1

R 58 "

R 38 "

3 8"

ENGRAVED

COLUMBARIUM

PLAZA I.D.

11 8"

SECTION A-A'

2" HT. ENGRAVED NICHE

ROW I.D.

FONT: OPTIMA BOLD

CONTRACTOR TO SUBMIT

SAMPLES TO DETERMINE

DEPTH OF ENGRAVING.

CUT INDIANA

LIMESTONE PIER, BUFF

COLOR, SMOOTH FINISH

PRECAST NICHE

UNITS, TYP.

7"7"

PRECAST NICHE

COVER, TYP.

SEALANT JOINT WITH

BACKER ROD

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\16

.C I70

2.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM KMK

CI713

COLUMBARIUM STONE DETAILS 2

1 1/2" = 1'-0"

BASE STONES1

3" = 1'-0"

BASE STONE JOINTING DETAIL2

NTS

WALL I.D. FEATURE ON LIMESTONE PIER3

3" = 1'-0"

ENGRAVED ROW I.D. ON LIMESTONE PIER48"0 4"2"

0 4"1" 2"

ELKIN AVENUE

APPROXIMATE LIMITS OF

EXISTING OCCUPIED PLOTS, TYP.

EXISTING

MAINTENANCE

BUILDING

ASSUME THIS AREA IS

FULLY OCCUPIED WITH

EXISTING GRAVE PLOTS,

TYP.

EXISTING STONE WALL.

PROTECT FROM CONSTRUCTION

OPERATIONS, TYP.

EXISTING BRICK SIDEWALK

METAL LANDSCAPE EDGING, TYP.

APPROXIMATE UPRIGHT

HEADSTONE OR FOOTSTONE, TYP.

TALL FESCUE TURFGRASS SOD,

SEE SPECIFICATIONS, TYP.

3/8" WASHED ROUNDED

STONE (DECORATIVE

GRAVEL), CONTRACTOR

TO PROVIDE SAMPLES FOR

REVIEW AND APPROVAL,

TYP.

3/8" WASHED ROUNDED

STONE (DECORATIVE

GRAVEL), CONTRACTOR

TO PROVIDE SAMPLES FOR

REVIEW AND APPROVAL,

TYP.

APPROXIMATE LIMITS OF

EXISTING OCCUPIED PLOTS, TYP.

METAL LANDSCAPE

EDGING, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 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 Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\25

.LP

1.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM JDB

LP101

LANDSCAPE PLANTING PLAN

NORTH

0 5'3'1'

SCALE: 3/16" = 1'

LEGEND

GENERAL NOTES

1. THE CONTRACTOR SHALL SUPPLY ALL NEW

PLANT MATERIAL IN QUANTITIES SUFFICIENT TO

COMPLETE ALL PLANTING SHOWN ON THE

DRAWINGS. WHERE DISCREPANCIES EXIST

BETWEEN THE PLANS AND THE LANDSCAPE

SCHEDULE, THE PLANS SHALL TAKE

PRECEDENCE.

2. ALL DAMAGE CAUSED BY THE INSTALLATION

OF LANDSCAPE / PLANT MATERIAL SHALL BE

REPAIRED BY THE CONTRACTOR AT NO

EXPENSE TO THE OWNER.

3. ALL DISTURBED AREAS TO BE SODDED LAWN.

4. ALL SODDED LAWN AREAS SHALL HAVE 5" OF

AMENDED OR IMPORTED TOPSOIL.

5. CONTRACTOR SHALL ESTABLISH SOD.

CEMETERY DOES NOT HAVE AN IRRIGATION

SYSTEM. EXISTING MAINTENANCE BUILDING

HAS HOSE BIB. USE OF WATER TO BE

COORDINATED WITH CEMETERY. SEE

SPECIFICATIONS.

TALL FESCUE TURF SOD,

SEE SPECIFICATIONS

LIMITS OF DISTURBANCE

ROUNDED STONE (WASHED

DECORATIVE GRAVEL)

AutoCAD SHX Text

AutoCAD SHX Text 66" Oak

AutoCAD SHX Text B-04

AutoCAD SHX Text B-03

AutoCAD SHX Text B-01

AutoCAD SHX Text B-02

AutoCAD SHX Text

GLM

4' -0

" M

OVER EXCAVATION DEPTH

6'-0"

1' -6

2' -6

" M

FINISH GRADE

1' -6

2' -6

" M

FINISH GRADE

TOP OF FOUNDATION

Y W

/ G R

H G

6'-0"

TOP OF FOUNDATION

(24) #5 BARS CONT.

EVENLY SPACED

TOP AND BOTTOM

(1) #6 STIRRUP AT

8" ON CENTER

(12) #5 BARS CONT.

TOP…

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File details come from the government source that posted it. Updated May 25, 2023.