805CM3048CNCColumBidSet_Bk_33.pdf

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 10

SUFFOLK COUNTY, NEW YORK

805CM3048

MARCH 25, 2025

U.S. Department of Veterans Affairs

STAMP

Revisions: Date:

Drawing Title

Approved:

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CALVERTON NATIONAL CEMETERY

COLUMBARIUM IMPROVEMENTS

ARCHITECT / ENGINEER OF RECORD: Office of Construction and Facilities Management

BID DOCUMENTS

INTEGRITY FEDERAL SERVICES /

THE LA GROUP JOINT VENTURE

Integrity Federal Services 148 S. Queen Street, Suite 350 Martinsburg

WV 25401

(304)-725-8456

The LA Group 40 Long Alley Saratoga Springs

NY 12866

(518)-587-8100

CSS G SERVICE EMBLEMS EXISTING

CONDITIONS / RESTORATION PLAN

CS227

91 of 99LTM BMD

CSS G SERVICE EMBLEMS - EXISTING CONDITIONS2 CSS G SERVICE EMBLEMS - EXISTING DIMENSIONS3 CSS G - CHIPPED NAVY EMBLEM5Scale: 1" = 10'

COMMITTAL SERVICE SHELTER G1

CS227

" T

YP

" T

YP

SERVICE EMBLEM WALLEXISTING PLANTED

STRIP

PAVEMENT

1,2 1,21,2 1,2

NOTE:

1. SEE SHEET 2/CS221 FOR NEW SERVICE SEAL LAYOUT.

RESTORATION NOTES:

1. BRONZE COLORED FOAM SEALS (24" DIA.) MOUNTED TO

STONE WALL TO BE REMOVED. CAREFULLY REMOVE ANY

ADHESIVE REMAINING ON WALLS AND SALVAGED SEALS.

2. PROVIDE NEW BRONZE COLORED FOAM 24" DIAMETER

EMBLEMS TO MATCH EXISTING, SEE SPECIFICATIONS.

1,2

CONTRACT OPTION 01: IN LIEU OF FOAM MILITARY SERVICE

EMBLEMS AT THE COMMITTAL SERVICE SHELTER PROVIDE

BRONZE BAS RELIEF EMBLEMS. OPTION PRICE SHALL

INCLUDE CREDIT DEDUCT FOR NOT REPLACING FOAM

EMBLEMS

ARMY

MARINE CORPS

NAVY

AIR FORCE

COAST GUARD

NOTE: GRANITE MONUMENTS

TO BE REMOVED, SALVAGED

AND REINSTALLED WITH NEW

PLAQUES AS SHOWN ON

3/CS228.

NOTE: INSTALL PLAQUES IN THE

FOLLOWING ORDER FROM LEFT

TO RIGHT; ARMY, MARINE CORPS,

NAVY, AIR FORCE, SPACE FORCE,

& COAST GUARD

ARMY

MARINE CORPS

NAVY

AIR FORCE

SPACE FORCE

COAST GUARD

EQ.

EQ.

EQ.

EQ.

EQ.

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 10

SUFFOLK COUNTY, NEW YORK

805CM3048

MARCH 25, 2025

U.S. Department of Veterans Affairs

STAMP

Revisions: Date:

Drawing Title

Approved:

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CALVERTON NATIONAL CEMETERY

COLUMBARIUM IMPROVEMENTS

ARCHITECT / ENGINEER OF RECORD: Office of Construction and Facilities Management

BID DOCUMENTS

INTEGRITY FEDERAL SERVICES /

THE LA GROUP JOINT VENTURE

Integrity Federal Services 148 S. Queen Street, Suite 350 Martinsburg

WV 25401

(304)-725-8456

The LA Group 40 Long Alley Saratoga Springs

NY 12866

(518)-587-8100

ASSEMBLY AREA SERVICE EMBLEMS

EXISTING CONDITIONS / RESTORATION

PLAN

CS228

92 of 99LTM BMD

Scale: 1" = 30'

ASSEMBLY AREA CONTEXT PLAN1

RESTORATION NOTES:

1. EXISTING GRANITE BASES WITH SERVICE EMBLEMS TO BE REMOVED,

SALVAGED AND REINSTALLED AS SHOWN ON PLAN. PLAQUES TO BE

REMOVED AND DISCARDED.

2. NEW GRANITE BASE TO MATCH EXISTING SIZE, PLACEMENT, COLOR, AND

FINISH AS SHOWN ON DETAIL 11/CS500.

3. CARE SHALL BE TAKEN TO NOT DAMAGE EXISTING PAVEMENT OR STAIRS

TO REMAIN

4. EXISTING SPOT LIGHTS TO BE REMOVED AND REPLACED IN-KIND. TO

ALLOW ACCESS TO ELECTRICAL CONNECTIONS, SAWCUT AND REMOVE

EXISTING GRANITE PAVEMENT 1' FROM ADJACENT CONCRETE WALK.

NEW GRANITE PAVERS (APPROX. 1'-WIDE WITH DEPTH TO MATCH

EXISTING) TO BE PROVIDED WITH CORE DRILLED HOLES FOR NEW SPOT

LIGHT CONNECTIONS. NEW SPOT LIGHTS TO BE CENTERED ON

CORRESPONDING RELOCATED SERVICE EMBLEM BASES. THIS INCLUDES

PROVISION OF AN ADDITIONAL SPOT LIGHT FOR THE ADDED GRANITE

BASE. PROVIDE BACKER ROD AND SEALANT JOINTS AROUND ALL NEWLY

INSTALLED GRANITE PAVERS. SEALANT COLOR TO MATCH EXISTING.

NEW PAVERS TO MEET ADJACENT EXISTING PAVEMENTS SMOOTH AND

FLUSH. SEE 8/CS500.

ASSEMBLY AREA SERVICE EMBLEMS10 MONUMENT DIMENSIONS11 MONUMENT UP-LIGHT 12

NAVY SERVICE EMBLEM MONUMENT7 AIR FORCE SERVICE EMBLEM MONUMENT8 COAST GUARD SERVICE EMBLEM MONUMENT9

ASSEMBLY AREA SERVICE EMBLEMS4 U.S. ARMY SERVICE EMBLEM MONUMENT5 MARINE CORPS SERVICE EMBLEM MONUMENT6

SERVICE EMBLEM

MONUMENTS

- 2

3 4"

(V .I.

F.

+/- 7 14 " (V.I.F.)

+/- 18 14" (V.I.F.) +/- 4 14" (V.I.F.)

- 2

3" (V

.I.

F.

" T

YP

2" THICK,

TYP.

CS229

Scale: 1" = 5' SERVICE MONUMENT EXISTING LAYOUT2 Scale: 1" = 5'

SERVICE MONUMENT PROPOSED LAYOUT3

1 1 1

1'

TYP.

SAWCUT AND REMOVE EXISTING GRANITE

PAVEMENT 1' FROM ADJACENT CONCRETE

WALK TO ALLOW ACCESS TO UNDERGROUND

ELECTRICAL CONNECTION FOR

NEW/RELOCATED SPOT LIGHTS. NEW

GRANITE PAVERS TO BE PROVIDED WITH

CORE DRILLED HOLES FOR NEW SPOT LIGHT

CONNECTIONS. NEW SPOT LIGHTS TO BE

CENTERED ON CORRESPONDING

RELOCATED BASES. INCLUDES ADDITIONAL

SPOT LIGHT FOR THE NEW GRANITE BASE.

PROVIDE BACKER ROD AND SEALANT JOINTS

AROUND ALL NEWLY INSTALLED GRANITE

PAVERS. SEALANT COLOR TO MATCH

EXISTING.

EXISTING ARMY SERVICE

SEAL TO REMAIN IN

CURRENT LOCATION

EXISTING COAST GUARD

SEAL TO REMAIN IN

CURRENT LOCATION

4, TYP.

+/- 18 14" (V.I.F.)

- 7

1 4" (V

.I.

F.

- 2

3 4"

(V .I.

F.

4 4

4, TYP.

NOTE: PHOTOGRAPHS INDICATE EXISTING

CONDITIONS. EMBLEMS CURRENTLY ARE

MILITARY DEPARTMENT SEALS AND WILL ALL BE

REPLACED WITH EMBLEMS PER SPECIFICATIONS

("UNITED STATES ARMY, NAVY, ETC." TEXT)

ARMY

AIR FORCE

NAVY

COAST GUARD

MARINE CORPS

SPACE FORCE

ARMY (EXISTING)

TY

P.

EQ., TYP.

NOTE: ORDER EMBLEMS AS

LABELED ON DIAGRAM

EQ., 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 10

SUFFOLK COUNTY, NEW YORK

805CM3048

MARCH 25, 2025

U.S. Department of Veterans Affairs

STAMP

Revisions: Date:

Drawing Title

Approved:

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CALVERTON NATIONAL CEMETERY

COLUMBARIUM IMPROVEMENTS

ARCHITECT / ENGINEER OF RECORD: Office of Construction and Facilities Management

BID DOCUMENTS

INTEGRITY FEDERAL SERVICES /

THE LA GROUP JOINT VENTURE

Integrity Federal Services 148 S. Queen Street, Suite 350 Martinsburg

WV 25401

(304)-725-8456

The LA Group 40 Long Alley Saratoga Springs

NY 12866

(518)-587-8100

ADMINISTRATION BUILDING SERVICE

EMBLEMS EXISTING CONDITIONS /

RESTORATION PLAN

CS229

93 of 99LTM BMD

Scale: 1" = 20'

ASSEMBLY AREA CONTEXT PLAN1

RESTORATION NOTES:

1. REMOVE BRONZE EMBLEMS (24" DIA.) MOUNTED TO STONE VENEER WALL.

CAREFULLY REMOVE ANY ADHESIVE/SEALANT THAT MAY BE REMAINING

ON WALLS.

2. FILL EXPOSED ANCHOR HOLES WITH NON-STAINING NON SHRINK GROUT

MIXED WITH CRUSHED FINES OF MATCHING STONE MATERIAL. PROVIDE A

MOCK-UP OF STOME PATCHING FOR REVIEW AND APPROVAL PRIOR TO

CONDUCTING REPAIRS ON EXISTING WALL.

3. PROVIDE NEW BRONZE EMBLEMS 24" DIAMETER, SEE SPECIFICATIONS.

4. PROTECT EXISTING WALLS AND EMBLEMS FROM DAMAGE THROUGHOUT

RESTORATION WORK. ANY DAMAGE RESULTING FROM RESTORATION

WORK SHALL BE REMEDIED BY THE CONTRACTOR TO MATCH EXISTING

CONDITIONS OR BETTER.

ADMIN. BUILDING SERVICE EMBLEM9 ADMIN. BUILDING SERVICE EMBLEM10 SERVICE EMBLEM WALL MATERIAL11

U.S. ARMY SERVICE EMBLEM6 COAST GUARD SERVICE EMBLEM7 MARINE CORPS SERVICE EMBLEM8

ADMIN. BUILDING SERVICE EMBLEMS3 AIR FORCE SERVICE EMBLEM4 NAVY SERVICE EMBLEM5

ADMINISTRATION

BUILDING

SERVICE EMBLEM WALL

CS230

" T

YP

1 14" THICK, TYP.

EXISTING STONE

VENEER PANELS, TYP.

Scale: NTS

ADMIN. BUILDING EMBLEM WALL MODIFICATION LAYOUT 2

1 1

NOTE: PHOTOGRAPHS INDICATE EXISTING

CONDITIONS. EMBLEMS CURRENTLY ARE

MILITARY DEPARTMENT SEALS AND WILL ALL BE

REPLACED WITH EMBLEMS PER SPECIFICATIONS

("UNITED STATES ARMY, NAVY, ETC." TEXT)

STRAWBALES STAKED INTO GROUND

NOTE:

1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO

ADEQUATELY CONTAIN CONCRETE CLEANOUT.

2. FIELD LOCATE AS APPROVED BY CEMETERY.

10 MIL PLASTIC LINING

WOOD OR METAL STAKES

(2 PER BALE)

STAPLES (2 PER BALE)

STRAW BALE

10 MIL PLASTIC LINING

8' MIN.

2' M

IN

ORANGE POLYETHYLENE WARNING FENCE

WATERPROOF PERMANENT SIGN

READING: "CONSTRUCTION AREA"

METAL POST

10'-0"

6'- 0"

CONCRETE, SOFT BRISTLE BROOM FINISH

PERPENDICULAR TO WALK, TYPICAL OR DIRECTION

TO MATCH EXISTING ADJACENT PANELS IN

COLUMBARIUM COURTS. FINAL DIRECTION

DETERMINED BY OWNER'S REPRESENTATIVE

6"X6" #6

6 GALVANIZED W.W.M., 2" CLR. MIN.

6" DEPTH GRANULAR SUBBASE COURSE

COMPACTED TO 95% STD. PROCTOR

SUBGRADE COMPACTED TO 90% STD, PROCTOR

MATCH EXISTING PAVEMENT

PROFILE; ASSUME 6" DEPTH

NOTE: SEE DETAIL 4/CS500 FOR

JOINT DETAILS

JOINT SEALANT. PROVIDE AT ALL JOINTS IN EXISTING

PAVEMENT IN ADDITION TO PROVIDING AT NEW

PAVEMENTS

TOOLED JOINT W/ 1/4" RADIUS

EDGES AS SHOWN, TYP.

PREMOLDED JOINT FILLER

SAWCUT JOINT AS SHOWN ON PLANS

2"

2" 2"

4 DEPTH OF SLAB, TYP.

2"

4" DIA. BY 12" MIN. LENGTH EPOXY COATED

DOWEL WITH POCKET FORMER ON ONE SIDE

CENTERED ALONG EXPANSION JOINT SPACED @

18" O.C.

NOTE:

1. SEE DETAIL 6 FOR NEW PAVEMENT

ABUTS EXISTING DETAIL

2. PROVIDE EXPANSION JOINTS AS

SHOWN ON PLANS AND WHERE

PAVEMENT ABUTS WALLS

NOTE: JOINT SEALANT TO BE

PROVIDED AT ALL JOINTS IN

EXISTING PAVEMENT

EXPANSION JOINT

CONTROL JOINT

STAINLESS STEEL

EDGE RESTRAINT,

TYP; SEE

SPECIFICATIONS.

PROVIDE 18" STAKES AT 24" O.C.

OR AS RECOMMENDED BY

MANUFACTURER

2%

(MIN.)

NYS DOT SIZE 2 UNDERDRAIN

STONE, 8" DEPTH MIN.

28" TYP.

GEOTEXTILE SEPARATION

FABRIC; SEE SPECIFICATIONS.

COMPACTED SUBGRADE

IN AREAS WHERE GRADE HAS SETTLED

AND WATERPROOFING IS EXPOSED,

FILL AREA WITH GENERAL FILL TO

BRING BACK TO PRIOR GRADE PRIOR

TO INSTALLING NEW GRAVEL STRIP

EXISTING WALL

SEE DRAWING CS505 FOR DETAILS OF

FENCING WITH GRAVEL STRIP

BRONZE COLORED FOAM EMBLEM. 24"

DIAM. TO MATCH EXISTING. SEE SPECS

EXISTING COMMITTAL SHELTER WALL, STONE

PANELS. PRIOR TO INSTALLING NEW PLAQUES

CONTRACTOR SHALL CLEAN ALL ADHESIVE

FROM EXISTING PLAQUES REMOVED. SEE

SPECIFICATIONS FOR REQUIREMENTS.

ATTACH WITH ADHESIVE, SEE SPECS

CONTRACT OPTION 01: IN LIEU OF FOAM MILITARY

SERVICE EMBLEMS AT THE COMMITTAL SERVICE

SHELTER PROVIDE BRONZE BAS RELIEF EMBLEMS.

OPTION PRICE SHALL INCLUDE CREDIT DEDUCT FOR

NOT REPLACING FOAM EMBLEMS. FOR

INSTALLATION INFORMATION, SEE DETAIL 9/CS500

BRONZE BAS RELIEF EMBLEM, SEE

SPECIFICATIONS. 24" DIAM. 1-1/2" THICK

FIELD DRILL HOLES TO ACCEPT EMBLEM

POSTS. POST QTY, SIZE & LOCATION BY

MANUFACTURER. NON SHRINK GROUT IN

PLACE & SEAL EDGES WITH NON-STAINING

CLEAR SILICONE SEALANT, TYP.

NOTES:

1. FILL ANCHOR HOLES THAT MAY BE

EXPOSED DUE TO REVISED LAYOUT

WITH NON-STAINING, NON-EXPANDING

NON SHRINK GROUT MIXED WITH

CRUSHED FINES OF MATCHING STONE

MATERIAL.

2. CONTRACTOR SHALL CONSTRUCT

MOCKUP OF PATCHING METHOD FOR

REVIEW AND APPROVAL PRIOR TO

CONSTRUCTION. MOCKUP SHALL BE

SEPARATE FROM EXISTING WALL.

EXISTING PRECAST CAP, TYP.

EXISTING ARCH PRECAST PANELS

ATTACHED WITH ADHESIVE, TYP.

EXISTING CONCRETE

STEM WALL

EXISTING CONCRETE PAVEMENT

NEW BACKER ROD AND SEALANT

JOINT AROUND RESET / REPLACED

PRECAST PANELS, TYP.

PRECAST PANEL TO BE RESET OR

REPLACED, TYP.; SEE NOTES.

MOUNTING PINS

SETTING BED

- 3 4 "

NOTES:

1. DIMENSIONS OF BASE TO MATCH

EXISTING BASES. FIELD VERIFY ALL

DIMENSIONS PRIOR TO FABRICATION.

CONTRACTOR TO PROVIDE SHOP

DWGS PRIOR TO INSTALLATION.

EXISTING FINISHED

GRADE / PAVEMENT

EXPANSION JOINT

EMBLEM. FIELD DRILL HOLE TO ACCEPT

EMBLEM POSTS. POST QTY, SIZE &

LOCATION BY MANUFACTURER. NON

SHRINK GROUT IN PLACE, SEAL EDGES

WITH NON-STAINING CLEAR SILICONE

SEALANT.

± 18 12"

EQ EQ

TO MATCH

EXISTING

± 7 14 "

3 4 "

EXISTING OR NEW

GRANITE BASE

COLOR & FINISH TO

MATCH EXISTING

SCULPTED BAS RELIEF BRONZE

EMBLEM, 12" DIAM. SEE

SPECIFICATIONS

± 4 12 "

SET STONE PLINTH ON TYPE N

MORTAR SETTING BED; CLEAN ANY

EXCESS MORTAR FROM PLINTH AND

GRANITE PAVER IMMEDIATELY

1 4 "

± 2 3.0

SIDE ELEVATION

FRONT ELEVATION SET STONE PLINTH ON TYPE N

MORTAR SETTING BED; CLEAN ANY

EXCESS MORTAR FROM PLINTH AND

GRANITE PAVER IMMEDIATELY

PRECAST PANEL RESETTING / REPLACEMENT NOTES:

1. REMOVE AND SALVAGE PRECAST PANELS AS SHOWN ON THE PLANS.

2. REMOVE ANY REMAINING ADHESIVE FROM SALVAGED PRECAST PANELS

AND CONCRETE WALL CORE.

3. RESET NEW / SALVAGED PRECAST PANELS WITH 14" DIAM. TYPE 304 S.S.

MOUNTING PINS; MIN. 3" LONG WITH 34" EMBEDMENT INTO PRECAST

CONCRETE PANELS. MORTAR PINS INTO PRECAST PANELS PER

SPECIFICATIONS. FIELD LOCATE AND DRILL CORRESPONDING HOLES

INTO CONCRETE WALL CORE TO ACCEPT MOUNTING PINS (LOOSE FIT);

(4) PINS PER PRECAST PANEL, TYP.

4. PROVIDE MORTAR SETTING BED IN ADDITION TO MOUNTING PINS.

BEDDING COLOR AND FINISH TO MATCH EXISTING AND BE APPROVED AS

PART OF THE SUBMITTAL PROCESS.

5. RAKE JOINTS TO ALLOW INSTALLATION OF JOINT BAKER ROD AND

SEALANT. SEALANT COLOR TO MATCH EXISTING.

6. PANEL SIZES, LOCATIONS AND JOINTING SHALL MATH EXISTING.

7. CONTRACTOR TO PROVIDE A MOCK-UP DEMONSTRATING THE

PROPOSED RESTORATION FOR REVIEW AND APPROVAL PRIOR TO

COMMENCING WITH REMAINING WORK.

EXISTING CONCRETE

PAVEMENT

ASSUME 4.0"

1.0" MIN SAND SETTING BED

6.0" MIN. STONE BED

NEW GRANITE PAVER

EXISTING GRANITE PAVER

UPRIGHT GROUND LIGHT FIXTURE

WITH WIRES AND CONDUIT TO

CONNECT TO EXISTING

MOUNTING PIN ENLARGEMENT

3" MIN.

EXISTING

CONCRETE

WALL

MORTAR

SETTING BED

2" DIAM. S.S.

MOUNTING PINS

DRILL INTO

EXISTING WALL

MATCH EXISTING

CONTROL JOINTS

4 DEPTH OF SLAB, TYP.

NOTE:

1. PROVIDE EXPANSION JOINTS AS

SHOWN ON PLANS AND WHERE

PAVEMENT ABUTS WALLS

#4 X 12" EPOXY COATED

DOWEL AT 18" O.C.

COLD POUR JOINT

DRILL AND USE

NON-SHRINK GROUT

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 10

SUFFOLK COUNTY, NEW YORK

805CM3048

MARCH 25, 2025

U.S. Department of Veterans Affairs

STAMP

Revisions: Date:

Drawing Title

Approved:

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CALVERTON NATIONAL CEMETERY

COLUMBARIUM IMPROVEMENTS

ARCHITECT / ENGINEER OF RECORD: Office of Construction and Facilities Management

BID DOCUMENTS

INTEGRITY FEDERAL SERVICES /

THE LA GROUP JOINT VENTURE

Integrity Federal Services 148 S. Queen Street, Suite 350 Martinsburg

WV 25401

(304)-725-8456

The LA Group 40 Long Alley Saratoga Springs

NY 12866

(518)-587-8100

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

CONCRETE WASHOUT1

SCALE: NTS

CONSTRUCTION FENCE2

SCALE: 1-1/2" = 1'-0"

CONCRETE PAVEMENT DETAIL3

SCALE: 3" = 1'-0"

CONCRETE PAVEMENT JOINT DETAILS4

SCALE: 1" = 1'-0"

GRAVEL STRIP5

CS500

94 of 99LTM BMD

COLUMBARIUM RESTORATION

DETAILS - SHEET 1

JUNCTION NEW CONCRETE PAVEMENT TO EXISTING AT EXISTING CONTROL JOINTS6

SCALE: 1" = 1'-0"

SERVICE EMBLEM - COMMITTAL SERVICE SHELTER7

SCALE: 1" = 1'-0"

SERVICE EMBLEM - ADMINISTRATION BLDG WALL9

SCALE: NTS

WALL PANEL REPLACEMENT10

SCALE: 1" = 1'-0"

SERVICE SEAL & GRANITE BASE AT ASSEMBLY AREA11SCALE: 1" = 1'-0"

GRANITE PAVER SETTING DETAIL WITH UPLIGHT8

NEW CAP SHIMS, TYP.

NEW PRECAST CAP ABOVE, TYP.;

DIMENSIONS TO BE V.I.F. BASED

UPON EXISTING CAPS. NEW CAP

DIMENSIONS SHALL GENERALLY

MATCH DIMENSIONS OF EXISTING

CAPS UNLESS ADJUSTMENTS

ARE NECESSARY TO PROVIDE

APPROPRIATE JOINT WIDTHS,

MINIMUM SPECIFIED CLEARANCE

FROM EXISTING VENEER AND/OR

MEET STANDARD DIMENSIONAL

PRECAST LIMITATIONS

NEW CAP JOINT ABOVE, TYP.

TOP OF EXISTING PRE-CAST

COLUMBARIUM UNIT, TYP.

NEW BLOB OF TYPE N MORTAR

TO PROVIDE INTERMEDIATE

SUPPORT OF CAPS BETWEEN

SHIMS. LOCATE ABOVE VERTICAL

WEB OF PRECAST UNIT BELOW.

MAXIMUM SPACING OF CAP

SUPPORT (SHIMS OR MORTAR)

SHALL BE 1'-0" MAX.

NEW CAP SHIMS, TYP.

NEW PRECAST CAP ABOVE, TYP.;

DIMENSIONS TO BE V.I.F. BASED

UPON EXISTING CAPS. NEW CAP

DIMENSIONS SHALL GENERALLY

MATCH DIMENSIONS OF EXISTING

CAPS UNLESS ADJUSTMENTS

ARE NECESSARY TO PROVIDE

APPROPRIATE JOINT WIDTHS,

MINIMUM SPECIFIED CLEARANCE

FROM EXISTING VENEER AND/OR

MEET STANDARD DIMENSIONAL

PRECAST LIMITATIONS.

NEW CAP JOINT ABOVE, TYP.

TOP OF EXISTING PRE-CAST

COLUMBARIUM UNIT, TYP.

NEW BLOB TYPE N MORTAR TO

PROVIDE INTERMEDIATE

SUPPORT OF CAPS BETWEEN

SHIMS. LOCATE ABOVE VERTICAL

WEB OF PRECAST UNIT BELOW.

MAXIMUM SPACING OF OF CAP

SUPPORT (SHIMS OR MORTAR)

SHALL BE 1'-0" MAX.

DOUBLE-SIDED WALL SINGLE-SIDED WALL

(2) OFFSET PINS AT

REPLACEMENT CAP

EXISTING COLUMBARIUM

CAP, TYP.

EXISTING COLUMBARIUM

CAP, TYP.

10"

TYP.

3 4"

M

AX

TY

P.

10"

TYP.

3 4"

M

AX

TY

P.

CAP REPLACEMENT NOTES:

1. WORK SHALL BE SEQUENCED SO ANY AREAS MADE TEMPORARILY INACCESSIBLE TO THE PUBLIC ARE

SMALL. ALSO THE DURATION OF LOSS OF ACCESS SHALL BE SHORT. THE CONTRACTOR IS TO COORDINATE

WITH THE RE/COR FOR NOTIFICATION OF CLOSURE TO THE FAMILIES.

2. THE CONTRACTOR'S MEANS AND METHODS, PROPOSED ACCESS, TIMING AND ALL OTHER ELEMENTS THAT ARE REQUIRED TO PERFORM THE WORKS SHALL BE SUBMITTED TO THE RE/COR FOR REVIEW, COMMENTS, MODIFICATION, RE-REVIEW AND ULTIMATE APPROVAL PRIOR TO ANY WORK BEING PERFORMED IN AND AROUND THE EXISTING COLUMBARIUM PLAZAS. FINAL APPROVAL SHALL ONLY BE GRANTED WHEN THE

OWNER, THROUGH THE RE/COR, IS SATISFIED WITH THE WORK PLAN.

3. FOLLOWING COMPLETION, CLEAN ALL COLUMBARIUM CAPS, WALLS AND PLAZA WALKS WITH MILD

DETERGENT AND POWERWASHING.

4. THE COMPENSATION FOR THIS WORK SHALL BE INCLUDED IN THE BID PRICE FOR THE PROJECT AND SHALL INCLUDE ANY AND ALL MATERIALS, MANPOWER, TOOLS AND EQUIPMENT REQUIRED TO FULLY COMPLETE THE INDICATED WORK AND SATISFACTORILY REPLACE, REPAIR AND/OR RESTORE OF ANY DAMAGED FACILITIES TO THE SATISFACTION OF THE RE/COR. ANY AND ALL WORK REQUIRED TO COMPLETE THIS PORTION OF THE PROJECT, OR ANY WORK DEEMED RELATED AS A RESULT OF THE CONTRACTOR'S

PERFORMANCE OF THIS WORK SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER,

REGARDLESS OF THE CIRCUMSTANCES NECESSITATING THE PERFORMANCE OF THE WORK.

FACE OF CAP

FACE OF COLUMBARIUM NICHE

COVER

BACKER ROD & SEALANT; CONTINUOUS AT ALL EXPOSED

JOINTS. SEALANT DEPTH SHALL BE PER MANUFACTURER'S

RECOMMENDATIONS, TYP.

PLASTIC SHIMS; 4 LOCATIONS EACH CAP. SHIMS SET A

MINIMUM OF 3/4" FROM EXPOSED EDGE OF PRECAST NICHE

UNIT

SURFACE OF CAULK 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)

TAPE

TAPE

WALL CENTER LINE

FOR ALL CAP DRIP SLOTS

MATCH EXISTING, TYP.

EXISTING COLUMBARIUM

NICHES

EXPOSED

EDGE OF

PRECAST

UNIT

POTENTIAL EPDM MEMBRANE

BACKER ROD & SEALANT;

CONTINUOUS AT ALL EXPOSED

JOINTS. SEALANT JOINT DEPTH

SHALL BE PER MANUFACTURER'S

RECOMMENDATIONS, TYP.

PLASTIC SHIMS; 4 LOCATIONS EACH

CAP. CENTER SHIMS OVER

PRECAST NICHE UNITS' VERTICAL

WEBS.

POTENTIAL EPDM MEMBRANE; IF THERE IS AN

EXISTING MEMBRANE OVER THE TOP OF PRECAST

UNITS AND PIERS, PRESERVE AND PROTECT

DURING CAP RESETTING / REPLACEMENT WORK;

DAMAGED MEMBRANES SHALL BE PATCHED OR

SLICED WITH LIKE MATERIALS AS NECESSARY TO

PROVIDE A WATERPROOF BARRIER.

NEW OR RESET

EXISTING CAP

PROFILES OF REPLACEMENT CAPS

SHALL MATCH EXISTING V.I.F.

4" DIA. BY 2" LONG S.S. PIN; FIELD DRILL AND

LOOSE FIT PIN 34" INTO NICHE UNITS; PROVIDE

SILICONE SEALANT AT ANY MEMBRANE

PENETRATIONS TO PROVIDE A WATERTIGHT

SEAL; MIN (2) OFFSET PINS PER CAP, TYP.

DECORATIVE STONES. SEE SPECIFICATIONS FOR

MATERIALS AND SIZES. NUMBER AND PLACEMENT

OF STONES TO VARY AND IS QUANTIFIED IN

THE SPECIFICATIONS. SET STONES A MINIMUM OF 2"

INTO GRAVEL.

EXISTING CONCRETE PAVEMENT

TO REMAIN

4" DEPTH ROUNDED GRAVEL; 34" SIZE "LONG

ISLAND BEACH PEBBLES", GREY COLORS AS NOTED

IN SPECIFICATIONS

GEOTEXTILE SEPARATION

FABRIC PER SPECIFICATIONS

EXISTING SUBGRADE

SIZE OF EXISTING

PLANTERS VARY

NOTES:

1. CONDITIONS AT EXISTING PLANTERS VARY. ANY EXISTING

PLANT MATERIAL (SHRUBS, GRASSES, ETC.) TO BE REMOVED.

EXISTING MULCH OR GRAVEL TO BE COMPLETELY REMOVED.

2. AS NOTED, THE PLACEMENT OF DECORATIVE STONE (VARIES

DEPENDING ON PLANTER SIZE) WILL BE DIRECTED IN FIELD BY

BY THE RE/COR.

DESIGN INTENT: THE DESIGN INTENT FOR THE EXISTING PLANTERS IS TO

CREATE A ZEN GARDEN, A SIMPLY DRY LANDSCAPE GARDEN WITH A QUIET

CONTEMPLATIVE AESTHETIC. COMPONENTS INCLUDE A GRAVEL BASE (WHICH

REPRESENTS WATER) AND LARGE ROCKS CREATING STYLIZED SCENES. EACH

PLANTER WILL BE DIFFERENT AND THE NUMBER AND SIZES OF STONES VARIES

WITH THE SIZE OF THE PLANTERS. SEE SIZE AND QUANTITY CHART IN THE

SPECIFICATIONS.

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 10

SUFFOLK COUNTY, NEW YORK

805CM3048

MARCH 25, 2025

U.S. Department of Veterans Affairs

STAMP

Revisions: Date:

Drawing Title

Approved:

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

CALVERTON NATIONAL CEMETERY

COLUMBARIUM IMPROVEMENTS

ARCHITECT / ENGINEER OF RECORD: Office of Construction and Facilities Management

BID DOCUMENTS

INTEGRITY FEDERAL SERVICES /

THE LA GROUP JOINT VENTURE

Integrity Federal Services 148 S. Queen Street, Suite 350 Martinsburg

WV 25401

(304)-725-8456

The LA Group 40 Long Alley Saratoga Springs

NY 12866

(518)-587-8100

SCALE: 6" = 1'-0"

TYPICAL COLUMBARIUM CAP REPLACEMENT- PLAN VIEW1 SCALE: 6" = 1'-0"

TYPICAL COLUMBARIUM CAP REPLACEMENT- SECTION VIEW3

CAP PROFILES, SIZE & DIMENSIONS VARY FROM COURT TO COURT.

FIELD VERIFY SIZES OF REPLACEMENT CAPS WHEN INSTALLING NEW

CS501

95 of 99LTM BMD

COLUMBARIUM RESTORATION

DETAILS - SHEET 2

SCALE: 3" = 1'-0"

DECORATIVE STONE IN PEA GRAVEL PLATING BED2

AutoCAD SHX Text 0'-3/4"