Attachment 5_806CM3028_CBNC_Bid Set_Plans_Part3.pdf

0'-112"

0'-134"

@ BACK

0'-2"

@ BACK,

TYP.

0'-078"

1'-0"

℄ TO ℄

TYP.0'-112"@ FRONT, TYP.

1' -1

0"

0'-10"

TYP. 0'

-2

1' -8

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

10 NICHE WIDE

(PLAN)

FIELD DRILL HOLES

FOR 1/2" PINS,

RECESS AND

EPOXY GROUT

FLUSH WITH

INSIDE, TYP.; SEE

CAP SETTING

DETAILS

0'-1012"@

FRONT

TYP.

LAYOUT LINE

2" 1'-10"

1' -21 2"

AT

B

AC

K, TY

P. 1'-8" TYP.

11 2" @ F

RO

NT

, T

YP

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.

11 2"

FR

O

NT

7'

1' -41 2"

℄ T O

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

10 NICHE WIDE

(ELEVATION)

8" JNT. TYP.

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 RE/COR.

NOTES:

1. ALL EXPOSED CONCRETE (NICHE

FRONTS) SHALL BE GROUND OR

PATCHED SMOOTH; APPLY COLOR

COAT AS SPECIFIED PRIOR TO SEALING

& 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.

FA

CE

O F

PR

E-

CA

ST

CO

NC

. U

NI

T

CI703

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.)

BACKER ROD AND SEALANT ALL

JOINTS INSIDE NICHE UNITS, TYP.

90.0°

8" JNT. TYP.

1 2" J

NT

. T

YP

DOUBLE-SIDED COLUMBARIUM WALL

PLAN (TOP)

SECTION AT NICHE UNITS (TOP)

NOTE: FINISHED WELD PLATE INSTALLATION SHALL BE FLUSH WITH

NICHE UNIT CONCRETE OR RECESSED TO NOT BE IN CONTACT WITH

CAPS, TYP. SEE STRUCTURAL DRAWINGS FOR WELD PLATE

CONNECTIONS TO CONCRETE PIERS (6/S-002).

TOP OF WELD PLATE

MATERIALS SHALL BE

FLUSH WITH CONCRETE

OR BELOW CONCRETE

SURFACE

UNDERNEATH

NICHE WALL

PRE-CAST NICHE UNIT

TOP OF NICHE UNIT, TYP.

(1) 3"-WIDE 1/4"-THICK S.S. WELD

PLATE (SEE PLANS FOR LENGTHS)

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

PLATE CAST INTO

PRE-CAST UNIT

4" STUBS

JOINT BETWEEN

PRE-CAST UNITS

(1) 3" X 9" X 1

4" S.S. TOP

WELD PLATE

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

CAST INTO PRE-CAST UNIT

1/ 2"

TY

P.

3/8"

TYP.

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

TYP. CONDITION AT

BOTTOM OF PRECAST

UNIT

TYP. CONDITION AT

INTERMEDIATE SHELVES OF

PRECAST UNIT

SEE SPECIFICATIONS

FOR REQUIREMENTS

FOR ROSETTE SCREW

ATTACHMENT AND

ALIGNMENT IN TOP ROW

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

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 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.

1"

TYP.

1/

4"

TY

P.

CI703

CI703

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

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,

(SPANNER DRILLED TWO HOLE)

BUTTON HEADFRONT ELEV. SECTION

1 2" T

YP

VA

RI

ES

1'-3"

(1' AT FILLER STRIP)

EQ.

NICHE COVER, TYP.

PRE-CAST CONCRETE

COLUMBARIUM NICHE UNIT, TYP.

CONCRETE

SIDEWALK, TYP.

3/8" WASHED, ROUNDED PEA GRAVEL, COLOR TO

MATCH EXISTING COLUMBARIUM; GRAVEL 1/2" MAX.

BELOW FINISHED GRADE, TYP.

FILTER FABRIC; HOLD FROM

FINISH SURFACE MIN 1", TYP.

EQ.

FACE OF PIER (BEYOND) TYP.

FACE OF FILLER STRIP (BEYOND) TYP.

2" T

YP

4" DIA SOLID PVC RISER PIPE, TYP.

UNDERDRAIN 4" DIA; PERFORATED

HDPE WRAPPED IN FILTER FABRIC

(NON-WOVEN 4OZ-140N MIRAFI);

PLACE PIPE DIRECTLY ON FOOTING

WITH PERFORATED SIDE DOWN; SEE

DRAINAGE PLANS FOR CONNECTIONS

TO DRAINAGE SYSTEM

FOOTING; SEE STRUCTURAL

DRAWINGS, TYP.

6" T

YP

RECESSED CLEANOUT W/ CAP; SEE

DRAINAGE PLANS FOR LOCATIONS;

PROVIDE LONG SWEEP CONNECTIONS

TO UNDERDRAIN PIPE W/ TRANSITION

COUPLING, TYP.; (90° ELBOW

CONNECTIONS WILL NOT BE ACCEPTED)

APPLY WATER PROOF MEMBRANE AND

DIMPLE DRAINAGE BOARD BELOW GRADE

ON FOUNDATION AND FOOTING, TYP.

1 2" T

YP

VA

RI

ES

1'-3"

(1' AT FILLER STRIP)

EQ.

NICHE COVER, TYP.

PRE-CAST CONCRETE

COLUMBARIUM NICHE UNIT, TYP.

CONCRETE

SIDEWALK, TYP.

3/8" WASHED, ROUNDED PEA GRAVEL, COLOR TO

MATCH EXISTING COLUMBARIUM; GRAVEL 1/2" MAX.

BELOW FINISHED GRADE, TYP.

UNDERDRAIN 4" DIA; PERFORATED

HDPE WRAPPED IN FILTER FABRIC

(NON-WOVEN 4OZ-140N MIRAFI);

PLACE PIPE DIRECTLY ON

FOOTING WITH PERFORATED SIDE

DOWN; SEE DRAINAGE PLANS FOR

CONNECTIONS TO DRAINAGE

SYSTEM

FILTER FABRIC; HOLD FROM

FINISH SURFACE MIN 1", TYP.

EQ.

FOOTING; SEE STRUCTURAL

DRAWINGS, TYP.

FACE OF PIER (BEYOND) TYP.

FACE OF FILLER STRIP (BEYOND) TYP.

6" T

YP

APPLY WATER PROOF MEMBRANE AND

DIMPLE DRAINAGE BOARD BELOW GRADE

ON FOUNDATION AND FOOTING, TYP.

C

D

E

CONCRETE

FOOTING

TOP OF

FOOTING

BOTTOM OF

FOOTING

WALL BEHIND

RECESSED 4" PVC CLEANOUT WITH PLUG

FINISH

GRADE

4" SOLID PVC 90° LONG SWEEP

4" SOLID PVC RISER

1 2" T

YP

2" M

IN

TY

P.

FILTER FABRIC, TYP.

(NON-WOVEN

4OZ-140N MIRAFI)

4" HDPE PERFORATED

PIPE (HOLES DOWN)

GASKETED PVC FITTING

MANUFACTURED FOR CONVERTING

FROM CORRUGATED HDPE TO PVC;

BASIS OF DESIGN NYLOPLAST

APPLY WATER PROOF MEMBRANE AND

DIMPLE DRAINAGE BOARD BELOW GRADE

ON FOUNDATION AND FOOTING, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

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CM

.0.

CI

1.D

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI703

COLUMBARIUM DETAILS - 3

DLM JDS

1" = 1'-0"

PRE-CAST NICHE UNITS (10 NICHE WIDE CLOSED-CLOSED TYP.)1 1'0 6"3"

NTS

WELD PLATES BETWEEN PRECAST NICHE UNITS2

NTS

TYPICAL NICHE COVER INSTALLATION3 NTS

NICHE COVER MOUNTING BRACKET4 NTS

S.S. ROSETTE5

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

COLUMBARIUM DRIP STRIP6 8"0 4"2" 1-1/2" = 1'-0"

COLUMBARIUM DRIP STRIP CLEANOUT7 8"0 4"2" 1" = 1'-0"

TYPICAL DRIP STRIP UNDER DRAIN8 1'0 6"3"

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.

FACE OF CAP

FACE OF COLUMBARIUM

NICHE COVER

PRECAST COLUMBARIUM UNIT

FIELD-DRILLED HOLE TO

ACCEPT S.S. PINS (AFTER

CAPS ARE SET); 4 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.

BACKER ROD & SEALANT; CONTINUOUS AT

ALL EXPOSED JOINTS. SEALANT DEPTH

SHALL BE PER MANUFACTURER'S

RECOMMENDATIONS, TYP.

3/ 8"

3/

PLASTIC SHIMS; 4 LOCATIONS EACH

CAP; SHIMS SET A MINIMUM OF 3/4"

FROM EXPOSED EDGE OF PRECAST

NICHE UNIT

SETTING JOINT WITH BACK TO BACK UNITS.

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"

RECESSED S.S. WELD PLATES

TAPE

TAPE

WALL LAYOUT LINE

FOR ALL CAP DRIP

SLOTS REFER TO

SPECIFICATIONS, TYP.

NICHE COVER

ATTACHMENT, TYP.

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

EPDM MEMBRANE

(45 MIL) OVER

ENTIRE TOP OF

PRECAST UNITS &

PIERS, TYP.

BLOB OF TYPE N MORTAR TO PROVIDE

INTERMEDIATE SUPPORT OF CAPS BETWEEN

SHIMS; LOCATED ABOVE VERTICAL WEB OF

PRECAST UNIT BELOW; MAXIMUM SPACING OF

CAP SUPPORT (SHIMS OR GROUT) SHALL BE 1'-0"

MAX.

TOP OF PRE-CAST

COLUMBARIUM UNIT, TYP.

NICHE COVER; PROTECT FROM

CONSTRUCTION, TYP.

CAP SHIMS, TYP.

EDGE OF STONE CAP

ABOVE, TYP.

3/8" BACKER ROD AND SEALANT

CAP JOINT ABOVE, CENTERED ON ℄

OF NICHE WEBBING, TYP.

RECESSED WELD PLATES, TYP.

SEALANT JOINT WITH

BACKERROD ON TOP, TYP.

VERTICAL COLUMBARIUM

UNIT JOINT, TYP.

SEALANT JOINT WITH

BACKERROD ON TOP, TYP.

0' -13 4" M

AX

T

YP

.0'-10"

TYP.

4" MIN.; TYP.

NICHE WEBBING BELOW, TYP.

EPDM MEMBRANE (45 MIL); MAINTAIN

1/4" FROM FACE OF PRECAST UNITS &

PIERS, TYP.

BLOB OF TYPE N MORTAR TO PROVIDE

INTERMEDIATE SUPPORT OF CAPS

BETWEEN SHIMS; LOCATED ABOVE

VERTICAL WEB OF PRECAST UNIT BELOW;

MAXIMUM SPACING OF CAP SUPPORT

(SHIMS OR MORTAR) SHALL BE 1'-0" MAX.

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.

COLUMBARIUM PIER CORE, TYP.

NOTES:

THOROUGHLY CLEAN TOP OF PRECAST

NICHE UNITS. PROVIDE SHIMS AND

MORTAR AT MAXIMUM SPACING

SHOWN REGARDLESS OF WHETHER

THE SUBSTRATE BELOW IS PRECAST

NICHE OR PIERS

WEEP VENT; TWO (2) EACH

SIDE EQ. SPACED; ALIGN W/

BRICK HEAD JOINTS, TYP.

WEEP VENT AT CAP JOINTS, TYP.

3/8"

3 8"

O F

NI

CH

E W

EB

FACE OF 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.

BEHIND WEEP VENT, PLASTIC SHIMS; 4

LOCATIONS EACH CAP MIN.; ALL SHIMS TO

OCCUR OVER FULL, UNJOINTED PRECAST

COLUMBARIUM WEB CONTINUOUSLY

APPLY SEALANT 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

CAULK 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

NOTES:

1. JOINTS SHALL BE CENTERED ON CENTERLINE OF NICHE WEB. WEEP VENTS SHALL BE PLACED AT EACH

VERTICAL CAP JOINT AND VERTICAL BASE STONE 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

CI704

C L

CL

3'-113 16"

4' -1

0"

ARRIS LINE

C.L. CONT.

DRIP SLOT

UNDER CAP

W

AS

H W

AS

H

WASH

11 2" T

YP

CI704

1'-213 16"

3'-113 16"

21 2" 7"

2" TYP.

CONT. DRIP SLOT

UNDER CAP, TYP.

ELEVATION

PLAN

2'-5"

4'-10"

21 2" 7"

2" TYP.

2'-5"

91 2"

DRIP SLOT, TYP.;

SEE SPECS

3'-09 16"

4' -1

0"

2' -5

2'

-5

CI704

W

AS

H W

AS

H

ARRIS LINE

C.L. CONT.

DRIP SLOT

UNDER CAP11 2" T

YP

CONT. DRIP SLOT

UNDER CAP, TYP.

3'-09 16"

21 2" 7"

ELEVATION

PLAN

3'-1158"

4' -1

0"

2' -5

2'

-5

CI704

W

AS

H W

AS

H

ARRIS LINE

C.L. CONT.

DRIP SLOT

UNDER CAP11 2" T

YP

CONT. DRIP SLOT

UNDER CAP, TYP.

3'-1158"

21 2" 7"

ELEVATION

PLAN

ARRIS LINE

C.L. CONT.

DRIP SLOT

UNDER CAP11 2" T

YP

2'-1158"

4' -1

0"

2' -5

2'

-5

W

AS

H W

AS

H

CI704

CONT. DRIP SLOT

UNDER CAP, TYP.

2'-1158"

21 2" 7"

ELEVATION

PLAN

ARRIS LINE

C.L. CONT.

DRIP SLOT

UNDER CAP11 2" T

YP

3'-112"

4' -1

0"

2' -5

2'

-5

W

AS

H W

AS

H

CI704

CONT. DRIP SLOT

UNDER CAP, TYP.

3'-112"

21 2" 7"

ELEVATION

PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

G:

\P

RO

J-2

0\2

_V

AC

AI

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W _C

AM

P_

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L_

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RY

_E

XP

AN

SI

ON

\20

2C

AD

\41 _8

CM

.0.

CI

1.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI704

COLUMBARIUM DETAILS - 4

DLM JDS

3" = 1'-0"

TYPICAL COLUMBARIUM CAP SETTING (SECTION)1 0 4"1" 2" 6" = 1'-0"

TYPICAL COLUMBARIUM CAP SETTING (ELEVATION)2 2"0 1" 1" = 1'-0"

TYPICAL COLUMBARIUM CAP SETTING (PLAN)3 1'0 6"3"

1" = 1'-0"

COLUMBARIUM CAP - TYPE 'A'5 1'0 6"3"1" = 1'-0"

TYPICAL COLUMBARIUM CAP (SECTION)4 1'0 6"3" 1" = 1'-0"

COLUMBARIUM CAP - TYPE 'B'6 1'0 6"3" 1" = 1'-0"

COLUMBARIUM CAP - TYPE 'C'7 1'0 6"3" 1" = 1'-0"

COLUMBARIUM CAP - TYPE 'D'8 1'0 6"3" 1" = 1'-0"

COLUMBARIUM CAP - TYPE 'E'9 1'0 6"3"

PROVIDE STAMPED ENGINEERING

SHOP DRAWINGS & SAMPLES OF

COMPLETE ANCHORING SYSTEM

716 " TYP.

2" MIN.

TYP.

LIMESTONE FILLER STRIP, TYP.

KERF IN STONE PANEL TO RECEIVE

ANCHOR, EPOXY IN PLACE W/

NON-STAINING EPOXY

3/8" SEALANT AND BACKER

ROD JOINT, TYP.

S.S. ANCHOR; BASIS OF DESIGN 3/16"

THICK HB #431 W/ 3/8"X4" POST

INSTALLED ANCHOR BOLT, TYP.

AIR CAVITY, TYP.

BRICK CLAD

PIER FACE

(BEYOND), TYP.

DECORATIVE GRAVEL

STRIP, TYP.

NICHE UNIT

FOUNDATION

(BEYOND), TYP.

PROVIDE STAMPED ENGINEERING

SHOP DRAWINGS & SAMPLES OF

COMPLETE ANCHORING SYSTEM

716 " TYP.

4" MIN.

TYP.

STAINLESS STEEL L3-1/2"X3-1/2"X1/4"

LINTEL OVER LIMESTONE PANEL;

3/8"X4" POST INSTALLED ANCHOR

BOLTS SPACED 2'-0" O.C. MAX., TYP.

3/8" TYPE N MORTAR JOINT,

TYP.; PROVIDE SMOOTH

MITERED FINISH

LIMESTONE I.D. PANEL, TYP.; PROVIDE

CEMENTITIOUS DAMP-PROOFING ON

BOTTOM, BACK AND SIDES

KERF IN STONE PANEL TO RECEIVE

ANCHOR, EPOXY IN PLACE W/

NON-STAINING EPOXY

3/8" TYPE N MORTAR JOINT,

TYP.; PROVIDE SMOOTH

MITERED FINISH

S.S. ANCHOR; BASIS OF DESIGN 3/16"

THICK HB #431 W/ 3/8"X4" POST

INSTALLED ANCHOR BOLT, TYP.

AIR CAVITY W/ POLYPROPYLENE

DRAINAGE MESH BONDED TO A WATER

AND VAPOR-PERMEABLE FABRIC; BASIS

OF DESIGN DRIPLANE DP-075 BY

MORTAR NET SOLUTIONS

KERF IN STONE PANEL (BEYOND)

TO RECEIVE ANCHOR, EPOXY IN

PLACE W/ NON-STAINING EPOXY

S.S. ANCHOR (BEYOND); BASIS OF

DESIGN 3/16" THICK HB #432 W/ 3/8"X4"

POST INSTALLED ANCHOR BOLT, TYP.

CAST METAL I.D. LETTER/NUMBER,

TYP.

3/8" SEALANT AND BACKER ROD

JOINT BETWEEN STONES, TYP.

LIMESTONE FILLER STRIP, TYP.

KERF IN STONE PANEL TO RECEIVE

ANCHOR, EPOXY IN PLACE W/

NON-STAINING EPOXY

LIMESTONE CAP

CONCRETE PIER CORE, TYP.

1" MIN.

TYP.

3 8"

RE

CE

SS

F

O R

A

NC

HO

R

AN

D

F

AS

TE

NE

R

4" TYP.

1 1/2" MIN.

TYP.

PLASTIC SHIM

BEYOND, TYP.

2" MIN.

AIR CAVITY, TYP.

S.S. ANCHOR; BASIS OF DESIGN 3/16"

THICK HB #450 W/ 5/16"X1-1/4"

CONCRETE SCREW, TYP.

EPDM MEMBRANE

(45 MIL), TYP.

BRICK CLAD

PIER FACE

(BEYOND), TYP.

PROVIDE STAMPED ENGINEERING

SHOP DRAWINGS & SAMPLES OF

COMPLETE ANCHORING SYSTEM

TYPE N MORTAR

BED, TYP.

M

CAST METAL NUMBER OR

LETTER, FONT: TIMES ROMAN

BOLD; MOUNT FLUSH

ELEVATION SECTION

6"6"

LIMESTONE

QUANTITY LOCATION, AND SIZE

OF PINS PER MANUFACTURERS

RECOMMENDATION

CAST METAL LETTER OR

NUMBER, FONT: TIMES ROMAN

BOLD; MOUNT FLUSH

LIMESTONE

QUANTITY, LOCATION, AND SIZE

OF PINS PER MANUFACTURERS

RECOMMENDATION

ELEVATION SECTION

3"3"

A

CAST METAL LETTER OR

NUMBER, FONT: TIMES ROMAN

BOLD; MOUNT FLUSH

LIMESTONE

QUANTITY, LOCATION, AND SIZE

OF PINS PER MANUFACTURERS

RECOMMENDATION

ELEVATION SECTION

2"2"

CAST METAL NUMBER OR

LETTER, FONT: TIMES ROMAN

BOLD; MOUNT FLUSH

ELEVATION SECTION

4"4"

LIMESTONE

QUANTITY LOCATION, AND SIZE

OF PINS PER MANUFACTURERS

RECOMMENDATION

CAST METAL NUMBER OR

LETTER, FONT: TIMES ROMAN

BOLD; MOUNT FLUSH

ELEVATION SECTION

8"8"

LIMESTONE

QUANTITY LOCATION, AND SIZE

OF PINS PER MANUFACTURERS

RECOMMENDATION

FACE OF CUT-STONE CAP,

FILLER STRIP OR I.D. PANEL

NOTE:

INDIVIDUAL CAST METAL NUMBERING AND

LETTERING SHALL BE TIMES ROMAN BOLD

BOLD FONT SIZES OF 2" HT. X 3/8", 3" HT. X

3/8", 4" HT. X 3/8", 6" HT. X 3/8", OR 8" HT. X

3/8" ANCHORED AS SHOWN; PROVIDE SHOP

DRAWINGS.

CONTRACTOR TO ENSURE MASTIC

MATERIAL DOES NOT COME IN CONTACT

WITH FACE OF CUT-STONE.

METAL MOUNTING STUD WELDED OR

THREADED TO NUMBER/LETTER

NON-STAINING MASTIC (EPOXY

MODIFIED CEMENTITIOUS GROUT)

FIELD DRILLED HOLE TO

ACCEPT MOUNTING STUD;

HOLE TO BE 1/4" MAX. LARGER

DIA. & 1/4" DEEPER THAN

MOUNTING STUD CAST METAL

NUMBER/LETTER

C

B

A

D

E

7' -73 8"

4"

TYP.

4"

TYP.

SMOOTH FINISH

SELECT BUFF

LIMESTONE

COLUMBARIUM

FILLER STRIP;

PROVIDE 2

COATS DAMP

PROOFING ALL

SIDES NOT

VISIBLE TO

PUBLIC PRIOR

TO

INSTALLATION,

TYP.

FABRICATOR

CUT KERF

TO ACCEPT

STONE

ANCHOR,

TYP.

7' -7

3" HT CAST

METAL

NICHE ROW

I.D.; FIELD

LOCATE &

INSTALL,

TYP.

2"

MIN.

FABRICATOR

CUT RECESS

TO ACCEPT

STONE

ANCHOR,

TYP.

3 8"

ELEVATION SECTION

4,5

CI705

B

1' -6

" T

YP

SMOOTH FINISH

SELECT BUFF

LIMESTONE

COLUMBARIUM I.D.

PANEL; PROVIDE 2

COATS DAMP

PROOFING ALL

SIDES NOT VISIBLE

TO PUBLIC PRIOR TO

INSTALLATION, TYP.

1158" TYP.

6" 8"

4"

4" HT CAST METAL

COURT I.D.; FIELD

LOCATE & INSTALL,

TYP.

8" HT CAST METAL

WALL I.D. NUMBER;

FIELD LOCATE &

INSTALL, TYP.; SEE

LAYOUT PLAN FOR

WALL NUMBERS

1' -6

" T

YP

3" TYP.

ELEVATION SECTION

FABRICATOR

CUT KERF

TO ACCEPT

STONE

ANCHORS,

TYP.

4,5

CI705

4,5

CI705

" T

YP

8" TYP.

21 4" T

YP

2"

TYP.

SMOOTH FINISH

SELECT BUFF

LIMESTONE

COLUMBARIUM

BASE STONE;

PROVIDE 2 COATS

DAMP PROOFING

TO BACK, BOTTOM

AND JOINTS PRIOR

TO INSTALLATION,

TYP.

SECTION

CHAMFER, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

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G:

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CM

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CI

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI705

COLUMBARIUM DETAILS - 5

DLM JDS

6" = 1'-0"

COLUMBARIUM FILLER STRIP INSTALLATION SECTION (TOP)1 2"0 1"

6" = 1'-0"

COLUMBARIUM FILLER STRIP INSTALLATION SECTION (BOTTOM)2 2"0 1"

6" = 1'-0"

TYPICAL LIMESTONE I.D. PANEL INSTALLATION SECTION3 2"0 1"

3" = 1'-0"

CAST METAL NUMBERS / LETTERS5 0 4"1" 2"1'-0" = 1'-0"

TYPICAL CAST METAL NUMBER / LETTER INSTALLATION4 0 1"

1" = 1'-0"

COLUMBARIUM LIMESTONE FILLER STRIP6 1'0 6"3"

3" = 1'-0"

COLUMBARIUM LIMESTONE I.D. PANEL7 0 4"1" 2"

3" = 1'-0"

LIMESTONE BASE STONE SECTION - TYPES 'A' - 'Q'8 0 4"1" 2"

55 8"

73 4"10

21 4"

TY

P.

2" TY

P.

35 8"

1'-778" TYP.

1'-778" TYP.

ELEVATION

PLAN

CHAMFER,

TYP.

CHAMFER,

TYP.

CI705

55 8"

73 4"10

21 4"

TY

P.

2" TY

P.

35 8"

2'-313

16" TYP.

2'-113 16"

ELEVATION

PLAN

CHAMFER,

TYP.

CHAMFER,

TYP.

2"

TYP.

CI705

55 8"

73 4"10

21 4"

TY

P.

2" TY

P.

35 8"

2'-313

16" TYP.

2'-113 16"

ELEVATION

PLAN

CHAMFER,

TYP.

CHAMFER,

TYP.

2"

TYP.

CI705

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

G:

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0\2

_V

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W _C

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\41 _8

CM

.0.

CI

1.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI706

COLUMBARIUM DETAILS - 6

DLM JDS

3" = 1'-0"

BASE STONE - TYPE 'A'1 0 4"1" 2" 3" = 1'-0"

BASE STONE - TYPE 'B'2 0 4"1" 2" 3" = 1'-0"

BASE STONE - TYPE 'C'3 0 4"1" 2"

C

D

E

1 5

C

D

E

B B

AA

10 15

2'-4" PIER FND. TYP.

15'-538"

FACE OF PIER FOUNDATION TO FACE OF PIER FOUNDATION (+/-1/4" TOLERANCE) 2'-4" PIER FND., TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE CAP, TYP.

BRICK CLAD PIER, TYP.;

RUNNING BOND PATTERN

FINISH GRADE, TYP.

CI720

BRICK VENEER; ROWLOCK

COURSE, TYP.

3/8" SEALANT AND BACKER ROD

JOINT, TYP.; COLOR TO MATCH

MORTAR

15'-934" (INCLUDES (2) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE)

SMOOTH FINISH SELECT BUFF

LIMESTONE BASE STONE, TYP.

CAST METAL ROW I.D. LETTER

MOUNTED STONE FILLER

STRIP, TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE FILLER STRIP, TYP.

CAST METAL COLUMN I.D. NUMBER MOUNTED TO STONE CAP, TYP.

GOV'T PROVIDED CONTRACTOR INSTALLED MARBLE MEMORIAL MARKERS;

CONTRACTOR TO PROVIDE INSTALLATION HARDWARE, SEE SPECS TYP.

CI720

F

G GH H H

F

GEDDDEG HFH I

A

B C

A

BC C

B C BC C

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

SURFACES TO 6" BELOW

GRADE, TYP.

C

D

E

16 20

C

D

E

B B

AA

25 30

2'-4" PIER FND. TYP.

15'-538"

FACE OF PIER FOUNDATION TO FACE OF PIER FOUNDATION (+/-1/4" TOLERANCE) 2'-4" PIER FND., TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE CAP, TYP.

BRICK CLAD PIER, TYP.;

RUNNING BOND PATTERN

FINISH GRADE, TYP.

CI720

BRICK VENEER; ROWLOCK

COURSE, TYP.

3/8" SEALANT AND BACKER ROD

JOINT, TYP.; COLOR TO MATCH

MORTAR

15'-934" (INCLUDES (2) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE)

SMOOTH FINISH SELECT BUFF

LIMESTONE BASE STONE, TYP.

CAST METAL ROW I.D. LETTER

MOUNTED STONE FILLER

STRIP, TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE FILLER STRIP, TYP.

CAST METAL COLUMN I.D. NUMBER MOUNTED TO STONE CAP, TYP.

GOV'T PROVIDED CONTRACTOR INSTALLED MARBLE MEMORIAL MARKERS;

CONTRACTOR TO PROVIDE INSTALLATION HARDWARE, SEE SPECS TYP.

CI720

GEDDDEG HIH F

A

B C

A

BC C

B C BC C

F

G GH H H

F

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

SURFACES TO 6" BELOW

GRADE, TYP.

MW

4' -17 8"

(1

RO

W

S)

1 2" (4

R O

W S)

3'

FINISH GRADE, TYP.

6' -5

9 16

91 8"

3'-334"

8" 1'-358" 8"

BRICK CLAD PIER, TYP.;

RUNNING BOND PATTERN

SMOOTH FINISH SELECT BUFF

LIMESTONE MEMORIAL WALL I.D.

PANEL W/ 3" HT CAST BRONZE

WALL I.D. AND 6" HT CAST

BRONZE WALL NUMBER, TYP.

BRICK VENEER; ROWLOCK

COURSE (SPECIAL SHAPE

WITH FALSE JOINTS), TYP.

3/8" SEALANT AND BACKER

ROD JOINT AROUND STONE

PANEL; COLOR TO MATCH

MORTAR, TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE BASE STONE, TYP.

3 8" J

NT

3/8" SEALANT AND BACKER

ROD JOINT, TYP.

FACE OF MEMORIAL WALL

(BEHIND), TYP.

8" TYP.

CI

F

H

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

SURFACES TO 6" BELOW

GRADE, TYP.

1'-6" 1'-6"

LAYOUT LINE, TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE CAP, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

G:

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\40 _8

CM

.0.

CI

0.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI720

MEMORIAL WALL ELEVATIONS

DLM JDS

3/4" = 1'-0"

TYPICAL WEST FACE ELEVATION1 1'0 6"3" 3/4" = 1'-0"

TYPICAL NORTH/SOUTH FACE ELEVATION3 1'0 6"3"

DOUBLE SIDED MEMORIAL WALL PIERDOUBLE SIDED MEMORIAL WALL

3/4" = 1'-0"

TYPICAL EAST FACE ELEVATION2 1'0 6"3"

DOUBLE SIDED MEMORIAL WALL

KEY NOTES:

MEMORIAL WALL CAP TYPE; SEE

CAP DETAILS ON CI724

MEMORIAL WALL BASE STONE TYPE;

SEE BASE STONE DETAILS ON CI725

MEMORIAL WALL FILLER STRIP

TYPE; SEE FILLER STRIP DETAILS

ON CI723

A

A

STONE WATERPROOF COATING: ALL

EXPOSED STONE SURFACES TO RECEIVE

WATERPROOF COATING. BASIS OF DESIGN

"LIFETIME PLUS"; SEE SPECIFICATIONS.

A

C

D

E

C

D

E

B B

AA

CI722

CI

CI

CI722

CI722

NOTE: ALL WALLS SHALL HAVE

COLUMNS NUMBERED FROM

LEFT TO RIGHT, WHEN FACING

THE MEMORIAL MARKERS.

2" HT. CAST METAL I.D. ROW

LETTER; CENTER VERTICALLY ON

MEMORIAL MARKER AND

HORIZONTALLY ON FILLER STRIP,

TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE CAP;SEE CAP PLAN

END PIER, TYP; RUNNING BOND

BRICK VENEER W/ 3/8" TPE N

MORTAR BED/HEAD JNTS; PROVIDE

HORIZ. JNT REINF. 16" MAX.

GOV'T PROVIDED CONTRACTOR

INSTALLED MARBLE MEMORIAL

MARKERS; CONTRACTOR TO

PROVIDE INSTALLATION

HARDWARE, SEE SPECS TYP.

2" HT. CAST METAL I.D. COLUMN

NUMBER; CENTER VERT. ON

CAP FACE AND HORIZ. ON

MEMORIAL MARKER, TYP.

3/8" JOINT BETWEEN

CAPS; SEE CAP

SETTING DETAIL, TYP.

FINISH GRADE, TYP.

5' -43 8"

SMOOTH FINISH SELECT BUFF

LIMESTONE FILLER STRIP, TYP.

8" TYP.

3 8"J

NT

3/8" SEALANT AND BACKER

ROD JOINT, TYP.

3/8" SEALANT

AND BACKER

ROD JOINT, TYP.

2'-4"

PIER FND., TYP.

6' -5

9 16

CI722

SMOOTH FINISH

SELECT BUFF

LIMESTONE BASE

STONE, TYP.

4,5

CI705

PROVIDE WEEP VENTS AT

JNTS BETWEEN FILLER

STRIP, TYP.

MIN. AREA TO BE

DEMONSTRATED IN

MOCK-UP, TYP.

TOP OF

PIER: 587.61

TOP OF

FND.: 581.38

TOP OF

WALL: 586.43

TOP OF STEM

WALL: 582.24

SMOOTH FINISH SELECT

BUFF LIMESTONE CAP,

TYP.

PRE-CAST MEMORIAL

WALL UNIT, TYP.

AIR CAVITY W/ DRAINAGE MAT, TYP.

FINISH GRADE,

TYP.

2"

TYP.

3/8" EXPANSION

JOINT, TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE BASE STONE, TYP.

REINF. CONCRETE CORE; SEE

STRUCTURAL DRAWINGS, TYP.

BRICK CLAD PIER FACE; RUNNING

BOND PATTERN, TYP.

3/8" MORTAR JOINT, TYP.

16" AIR CAVITY, TYP.

2'-4" (+/-1/8" TOLERANCE)

7"

TYP.

REINFORCED CONCRETE FOUNDATION &

FOOTING; SEE STRUCTURAL DRAWINGS, TYP.

1'-6"

(+/-1/8" TOL.)

2'-778"

8"

TYP.

ROWLOCK COURSE

(SPECIAL SHAPE WITH

FALSE JOINTS), TYP.

1'-2"

(+/-1/8" TOL.)

SMOOTH FINISH SELECT

BUFF LIMESTONE CAP,

TYP.

BACKER ROD & SEALANT

JOINT, TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE COLUMBARIUM I.D.

PANEL; 3/8" SEALANT AND BACKER

ROD JOINT AROUND STONE

PANEL; COLOR TO MATCH

MORTAR, TYP.

RECESSED WELD PLATE, TYP.4"

CI705

CI724

CI702

CI702

SIM. 4

CI500

S.S MASONRY ANCHOR, TYP.

FLASHING W/ MORTAR NET, TYP.7CI702

CI702

BACKER ROD & SEALANT

JOINT, TYP.

APPLY WATER PROOF MEMBRANE AND

DIMPLE DRAINAGE BOARD BELOW GRADE ON

FOUNDATION AND FOOTING, TYP.

1' -25 8"

1'-10" (+/-1/8" TOL.)

3' (+/-1/8" TOLERANCE)

3/8" EXPANSION

JOINT, TYP.

8"

TYP.

FINISH GRADE,

TYP.

REINFORCED CONCRETE

CORE; SEE STRUCTURAL

DRAWINGS, TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE CAP, TYP.

BRICK CLAD PIER FACE, 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.

LAYOUT LINE (CENTER LINE

OF PIER)

3 8"J

NT

REINFORCED CONCRETE

FOUNDATION & FOOTING; SEE

STRUCTURAL DRAWINGS, TYP.

3/8" MORTAR JOINT, TYP.

SMOOTH FINISH SELECT

BUFF LIMESTONE BASE

STONE, TYP.

7"

TYP.

7"

TYP.

TOP OF

PIER: 587.61

TOP OF

FND.: 581.38

2"

TYP.

ROWLOCK COURSE (SPECIAL

SHAPE WITH FALSE JOINTS),

TYP.

FACE OF MEMORIAL WALL

(BEHIND), TYP.

S.S. MASONRY ANCHOR, TYP.6CI702

AIR CAVITY W/ DRAINAGE MAT, TYP.

BACKER ROD & SEALANT, TYP.

CI702

FLASHING W/ MORTAR

NET, TYP.

CI702

SIM. 4

CI500

CI702

FOUNDATION DRAIN; SEE

CG402 FOR ADDITIONAL

INFORMATION

11"

TYP.

11"

TYP.

APPLY WATER PROOF

MEMBRANE AND DIMPLE

DRAINAGE BOARD BELOW

GRADE ON FOUNDATION AND

FOOTING, TYP.

REINF. PRE-CAST CONC. MEMORIAL WALL

PANEL, SEE STRUCTURAL DRAWINGS, TYP.

GOV'T FURNISHED MEMORIAL WALL

MARKER; CONTRACTOR SHALL INSTALL

MARKERS AS SHOWN; (11-1/4" X 7-3/4" X 3/4")

1/2"X5" S.S. PIN EPOXIED INTO CONC. BASE

AND LOOSE FIT INTO CAP, (2) PINS PER CAP,

TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE FILLER STRIP, TYP.

SMOOTH FINISH SELECT BUFF LIMESTONE

CAP, TYP.; CENTER CAP ON PIER BEYOND

3/8" ROUNDED

GRAVEL STRIP, TYP.

STONE PANEL ANCHOR AND SEALANT

JOINT W/ BACKER ROD, TYP.

ROSETTE AND ANCHOR

LAYOUT LINE

TOP OF

FND.: 581.38

TOP OF

WALL: 586.43

TOP OF STEM

WALL: 582.24

7"

TYP.

7"

TYP.

2'-6" (+/-1/8" TOLERANCE)

FINISH GRADE,

TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE BASE STONE, TYP.

FACE OF PIER (BEYOND), TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE FILLER STRIP, TYP.

1'-47 16"

(+/-1/8" TOL.)

1'-4"

(+/-1/8" TOL.)

±6"

TYP.

3 8"J

NT

3 8"J

NT

1 2"

16" 33

16"

EMBEDDED WELD PLATE CONNECTION;

SEE STRUCTURAL DRAWINGS, TYP.

3 8"J

NT

86.61° 86 .61

CI722

CI722

CI722

S-003

CI721

REINF. CONC. STEM WALL; SEE

STRUCTURAL DRAWINGS, TYP.

CI722

REINFORCED CONCRETE

FOUNDATION & FOOTING;

SEE STRUCTURAL

DRAWINGS, TYP.

FOUNDATION DRAIN;

SEE CG402 FOR

ADDITIONAL

INFORMATION

1' TYP. 1' TYP.

8"

TYP.

8"

TYP.

APPLY WATER PROOF MEMBRANE

AND DIMPLE DRAINAGE BOARD

BELOW GRADE ON FOUNDATION

AND FOOTING, TYP.

1 2" T

YP

VA

RI

ES

1'-0"

6"

MEMORIAL MARKER, TYP.

PRE-CAST CONCRETE

MEMORIAL WALL UNIT, TYP.

CONCRETE

SIDEWALK, TYP.

3/8" WASHED, ROUNDED PEA GRAVEL, COLOR TO

MATCH EXISTING COLUMBARIUM; GRAVEL 1/2" MAX.

BELOW FINISHED GRADE, TYP.

UNDERDRAIN 4" DIA; PERFORATED

HDPE WRAPPED IN FILTER FABRIC

(NON-WOVEN 4OZ-140N MIRAFI);

PLACE PIPE DIRECTLY ON

FOOTING WITH PERFORATED SIDE

DOWN; SEE DRAINAGE PLANS FOR

CONNECTIONS TO DRAINAGE

SYSTEM

FILTER FABRIC; HOLD FROM

FINISH SURFACE MIN 1", TYP.

FOOTING; SEE STRUCTURAL

DRAWINGS, TYP.

FACE OF PIER (BEYOND) TYP.

LIMESTONE BASE STONE, TYP.

2" T

YP

6" T

YP

RECESSED CLEANOUT W/ CAP; SEE

DRAINAGE PLANS FOR LOCATIONS;

PROVIDE LONG SWEEP

CONNECTIONS TO UNDERDRAIN

PIPE W/ TRANSITION COUPLING,

TYP.; (90° ELBOW CONNECTIONS

WILL NOT BE ACCEPTED)

4" DIA SOLID PVC RISER PIPE, TYP.

APPLY WATER PROOF MEMBRANE

AND DIMPLE DRAINAGE BOARD

BELOW GRADE ON FOUNDATION

AND FOOTING, TYP.

1 2" T

YP

VA

RI

ES

1'-0"

6"

MEMORIAL MARKER, TYP.

PRE-CAST CONCRETE

MEMORIAL WALL UNIT, TYP.

CONCRETE

SIDEWALK, TYP.

3/8" WASHED, ROUNDED PEA GRAVEL, COLOR TO

MATCH EXISTING COLUMBARIUM; GRAVEL 1/2" MAX.

BELOW FINISHED GRADE, TYP.

UNDERDRAIN 4" DIA;

PERFORATED HDPE

WRAPPED IN FILTER FABRIC

(NON-WOVEN 4OZ-140N

MIRAFI); PLACE PIPE

DIRECTLY ON FOOTING WITH

PERFORATED SIDE DOWN;

SEE DRAINAGE PLANS FOR

CONNECTIONS TO DRAINAGE

SYSTEM

FILTER FABRIC; HOLD FROM

FINISH SURFACE MIN 1", TYP.

FOOTING; SEE STRUCTURAL

DRAWINGS, TYP.

FACE OF PIER (BEYOND) TYP.

LIMESTONE BASE STONE, TYP.

6" T

YP

APPLY WATER PROOF MEMBRANE

AND DIMPLE DRAINAGE BOARD

BELOW GRADE ON FOUNDATION

AND FOOTING, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

G:

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CM

.0.

CI

1.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

DLM JDS

CI721

MEMORIAL WALL DETAILS - 1

1" = 1'-0"

TYPICAL DOUBLE SIDED MEMORIAL WALL INSTALLATION1 1'0 6"3" 1" = 1'-0"

TYPICAL MEMORIAL WALL PIER/PRECAST WALL UNIT SECTION2 1'0 6"3"

1" = 1'-0"

MEMORIAL WALL PIER SECTION3 1'0 6"3" 1" = 1'-0"

MEMORIAL WALL SECTION4 1'0 6"3" 1-1/2" = 1'-0"

MEMORIAL WALL DRIP STRIP5 8"0 4"2" 1-1/2" = 1'-0"

MEMORIAL WALL DRIP STRIP CLEANOUT6 8"0 4"2"

PLASTIC SHIM

BEYOND, TYP.

S.S. ANCHOR; BASIS OF DESIGN HB450

12GA, 12" O.C. MAX.; ANCHORED W/

5/16"x1-1/4" CONC. SCREW

STONE

CAP

KERF IN FILLER STRIP TO RECEIVE

ANCHOR, EPOXY IN PLACE

LIMESTONE FILLER STRIP, TYP.

THREADED STEEL DROP IN

ANCHOR EPOXIED IN

PLACE; MIN. 1" DEPTH

KERF IN FILLER STRIP TO RECEIVE

ANCHOR, EPOXY IN PLACE

S.S. ROSETTE PLATE

S.S. "Z" ANCHOR; BASIS OF

DESIGN HB444 1/8" THICK 12"

O.C. MAX.; ANCHORED W/

5/16"x1-1/4" CONC. SCREW

BEND CLIPS SO THEY APPLY PRESSURE

AGAINST THE ROSETTE, TYP.

S.S. ROSETTE, TYP.

PROVIDE STAMPED ENGINEERING

SHOP DRAWINGS & SAMPLES OF

COMPLETE ANCHORING SYSTEM

S.S. SHIM(S) AS REQ'D, TYP.

3/8" SEALANT AND BACKER ROD

JOINT BETWEEN STONES, TYP.

1"5 8"

EQ.EQ.

716 ", TYP.

EDGE OF PIER

BEYOND, TYP.

MARBLE MEMORIAL MARKER, TYP.

MARBLE MEMORIAL MARKER, TYP.

THREADED STEEL DROP IN ANCHOR

EPOXIED IN PLACE; MIN. 1" DEPTH

2-3/8" X 1/2" S.S. SPRING PLATE, (2 EA.)

1/4" S.S. TAMPER-PROOF SCREW

S.S. NUT (NARROW HT), TYP.

S.S. ROSETTE PLATE

1 58 "

1" DIA. S.S. ROSETTE TO MATCH

COLUMBARIUM ROSETTE WITH 5/16"

S.S. TAMPER- PROOF ROSETTE

SPANNER HEAD BOLT; USE 1" S.S.

SCREW; SEE NOTE A ON15

8" TYP.

5/16" O.D. S.S. CENTER POST TO

RECEIVE TAMPER-PROOF ROSETTE

BOLT; W/ (2) CHANNELS TO ALLOW

HORIZONTAL MOVEMENT.

NOTES:

1. DESIGN OF FASTENERS BASED ON SINNER

BROS. S.S. STANDARD ROSETTE NICHE PLATE

WITH S.S. ROSETTE.

2. PROVIDE STAMPED ENGINEERING SHOP

DRAWINGS & SAMPLES OF COMPLETE

ANCHORING SYSTEM

EDGE OF PIER

BEYOND, TYP.

S.S. "Z" ANCHOR; BASIS OF DESIGN

HB444 1/8" THICK 12" O.C. MAX.;

ANCHORED W/ 5/16"x1-1/4" CONC.

SCREW

KERF IN FILLER STRIP

TO RECEIVE ANCHOR,

EPOXY IN PLACE

THREADED STEEL

DROP IN ANCHOR

EPOXIED IN PLACE;

MIN. 1" DEPTH

BEND CLIPS SO THEY

APPLY PRESSURE

AGAINST THE ROSETTE,

TYP.

MARBLE MEMORIAL

MARKER, TYP.

S.S. ROSETTE, TYP.

S.S. ROSETTE PLATE

LIMESTONE FILLER

STRIP, TYP.

PROVIDE STAMPED ENGINEERING

SHOP DRAWINGS & SAMPLES OF

COMPLETE ANCHORING SYSTEM

KERF IN FILLER STRIP TO

RECEIVE ANCHOR,

EPOXY IN PLACE

SMOOTH FINISH

SELECT BUFF

LIMESTONE BASE

STONE, TYP.;

PROVIDE

CEMENTITIOUS

DAMP-PROOFING

ON BOTTOM, BACK

AND JOINTS

EQ. EQ.

716 ", TYP.

1" MIN.

TYP.

S.S. ANCHOR; BASIS OF

DESIGN HB431 1/8" THICK,

12" O.C. MAX.; ANCHORED W/

5/16"x1-1/4" CONC. SCREW

3/8" SEALANT AND

BACKER ROD JOINT

BETWEEN STONES, TYP.

LEADING EDGE OF

FILLER STRIP FLUSH W/

EDGE OF BASE STONE

BELOW, TYP.

EDGE OF PIER

BEYOND, TYP.

REINF. CONC. STEM

WALL, TYP.

MORTAR BASE

STONE SOLID, TYP.

EMBEDDED WELD PLATE

CONNECTION; SEE STRUCTURAL

DRAWINGS (2/S-003), TYP.

REINF. PRE-CAST CONC.

MEMORIAL WALL PANEL, SEE

STRUCTURAL DRAWINGS, TYP.

1' 1'

2' -6

" F

ND

3'

PI

ER

F

ND

1' -6

1'

-6

2'-4"

PIER FND.

1' -3

1'

-3

3"

REINFORCED MEMORIAL

WALL/PIER FOUNDATION

EDGE OF CONC.

WALK, TYP.

LAYOUT

LINE, TYP.

LAYOUT POINT

5'-0" FROM FACE

OF FOUNDATION,

TYP.

5'-0"

FACE OF WALL FOOTING

(BELOW), TYP.; SEE

STRUCTURAL DRAWINGS

1' 1'

-4 " S

TE

M

1'

2' -6

" F

ND

3'

PI

ER

F

ND

1' -1

0"

PI

ER

C

O

RE11

1'-2"

PIER CORE

2'-4"

PIER FND.

7" 7"

3/8" MORTAR JOINT, TYP.

LAYOUT LINE, TYP.

3"

EDGE OF CONC.

WALK, TYP.

D E

ED

7" 7"

7"7"

7"

G

G

F

I

H

REINF. CONC. WALL/PIER

CORE, TYP.

MORTAR SOLID, TYP.

SMOOTH FINISH SELECT BUFF

LIMESTONE BASE STONE W/ 3/8"

JOINTS, TYP.; SEE BASE STONE

DETAILS ON CI725

4"

1' -1

05 16 " P

RE

-C

AS

T

(B O

TT

O

M

1' -4

7 16 " P

RE

-C

AS

T

(T O

P)

2' -75 8"

BR

IC

K

VE

NE

ER

413 16

413 16

1'-2"

1'-1158"

16" AIR CAVITY

16"413

16"

SMOOTH FINISH SELECT BUFF

LIMESTONE FILLER STRIPS (TOP,

BOTTOM & SIDE), TYP.

LAYOUT LINE, TYP.

EDGE OF CONC. WALK, TYP.

SMOOTH FINISH

SELECT BUFF

LIMESTONE I.D.

PANEL, TYP.

1'-2"

LIMESTONE BASE

STONES (BELOW), TYP.

RECESSED S.S. WELD

PLATE CONNECTION, TYP.

MARBLE MEMORIAL

MARKER FIELD, TYP.

8"

S-003

REINF. CONC. PIER CORE, TYP.

AIR CAVITY W. DRAINAGE MAT, TYP.

BRICK VENEER W/ 3/8" MORTAR

JOINTS, TYP.; COLOR TO MATCH

EXISTING COLUMBARIUM

PRE-CAST MEM. WALL

CORE, TYP.

1' -313 16

1'

-313 16 "2'

-75 8" C

AP

2' -93 4"

1' -1

0"

1'-2"

2'-178"

BRICK VENEER W/ 3/8" MORTAR

JOINTS (BELOW), TYP.

LAYOUT LINE, TYP.

EDGE OF CONC.

WALK, TYP.

LIMESTONE CAPS

(BELOW), TYP.

LIMESTONE PIER CAP

(ABOVE), TYP.

3/8" BACKER ROD & SEALANT JNT. BTW

CAP AND BRICK VENEER (BELOW), TYP.

A C

D

B

D

C A B

REINF. CONC. PIER CORE, TYP.

AIR CAVITY W/ DRAINAGE MAT, TYP.

BRICK VENEER ROWLOCK COURSE

W/ 3/8" FALSE JOINTS, TYP.; COLOR

TO MATCH EXISTING COLUMBARIUM;

SEE ROWLOCK DETAILS ON CI725

FACE OF LIMESTONE BASE

STONES (BELOW), TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

G:

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0\2

_V

AC

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W _C

AM

P_

BU

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NA

L_

CE

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RY

_E

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AN

SI

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\20

2C

AD

\48 _8

CM

.0.

CI

1.D

W G

JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI722

MEMORIAL WALL DETAILS - 2

DLM JDS

1'-0" = 1'-0"

MEMORIAL WALL FILLER STRIP INSTALLATION SECTION (TOP)5 0 1" 1'-0" = 1'-0"

TYPICAL MEMORIAL MARKER INSTALLATION SECTION6 0 1" 1'-0" = 1'-0"

MEMORIAL WALL FILLER STRIP & BASE STONE INSTALLATION SECTION (BOTTOM)7 0 1"

1" = 1'-0"

MEMORIAL WALL PLAN VIEW SECTION AT FOUNDATION1 1'0 6"3" 1" = 1'-0"

MEMORIAL WALL PLAN VIEW SECTION AT BASE STONES2 1'0 6"3" 1" = 1'-0"

MEMORIAL WALL PLAN VIEW SECTION AT TOP OF MEMORIAL WALL3 1'0 6"3"

1" = 1'-0"

MEMORIAL WALL PLAN VIEW SECTION AT TOP OF PIER4 1'0 6"3"

CENTER ROSETTE

PLATE, TYP.

CI723

CI723

RIGHT ROSETTE

PLATE, TYP.

SIM. 3

CI723

3 16 " J

O

IN

T

TY

P.

A

LL

(N

O S

EA

LA

NT

3'-615 16"

8"

16" JOINT TYP. ALL

16" 513

16" EQ. EQ.

TOP ROSETTE

PLATE, TYP.

CI723

LEFT ROSETTE

PLATE, TYP.

CI723

2'-1018"

8" 117

16"117 16"

2'-1018"

16" 55

8"

8"

16"513

16"EQ.EQ.

5"

4' -17 8"

5" 3'

-31 2"

37 8" 715 16

715 16

715 16

37 8"

16"

MARBLE MEMORIAL MARKER, TYP.

LIMESTONE FILLER STRIP, TYP.

BOTTOM ROSETTE

PLATE, TYP.

S.S. ANCHOR WITH 7/16" HOLE; AS SHOWN, MIN.

(3) PER VERTICAL AND HORIZONTAL STONES

8"55

8" 117 16" 55

8"55 8"55

8"55 8" 117

16"

2'-1018"

16"117

16"

3'-615 16"

DIMENSIONS SHOWN REPRESENT

ACTUAL SIZES, NOT A PROJECTED

VIEW OF THE BATTERED WALL FACE

715 16

ROSETTE ELEVATION

NOTE:

BASIS OF DESIGN FOR ANCHOR ASSEMBLY

IS BASED ON A MODIFIED SINNER BROTHERS

MEMORIAL WALL BRACKET

2 3/8" X 1/2" S.S.

SPRING PLATE (2 EA.)

STAINLESS STEEL ROSETTE

PLATE

1/4" 20 S.S.

SCREW (2 EA.)

1/2"Ø S.S. EXTERNAL

TOOTHED LOCK

WASHER; BOTH SIDES

OF ROSETTE PLATE

0' -0

3 32

0'-038"

0' -01 4"

0'-038"

5/16" O.D. S.S. CENTER POST W/

(2) CHANNELS TO ALLOW

HORIZONTAL MOVEMENT.

7/16" FLAT WASHER (BEYOND)

1/4" 20 TAMPER-PROOF S.S.

SCREW (2 EA.)

1/16" (± 1/64") S.S. ROSETTE PLATE

5/16" O.D. S.S. CENTER POST W/

(2) CHANNELS TO ALLOW

HORIZONTAL MOVEMENT

2 3/8" X 1/2" S.S. SPRING

PLATE (2 EA.)

FACE OF CONCRETE

THREADED STAINLESS STEEL

DROP IN ANCHOR EPOXIED IN

PLACE. MIN. 1" DEPTH. INSTALL

PER MANUFACTURER'S

RECOMMENDATIONS., TYP.

ROSETTE, WASHER, AND

SCREW HEAD SHALL MATCH

COLUMBARIUM

S.S. NUT, TYP.

1/2"Ø S.S. EXTERNAL TOOTHED

LOCK WASHER; BOTH SIDES OF

ROSETTE PLATE

0'-1"

ROSETTE SECTION

7/16" FLAT WASHER

3/8" ±

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

NEOPRENE OR SILICONE WASHER

3/4" OR

1 1/4"

1-1/4"± OR

3/4"±

2"±

MEMORIAL WALL MARKER OR

FILLER STRIP

MEMORIAL WALL MARKER OR

FILLER STRIP

OPTIONAL LOW HEIGHT

SCREW AND WASHER, TYP.

S.S. ROSETTE NICHE PLATE,

TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2

PER EA. 'H' ANCHOR ATTACHMENT),

TYP.

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ 7/8"

WHITE NEOPRENE WASHER W/

SILICONE COATING, TYP.

S.S. CENTER POST TO RECEIVE

TAMPER-PROOF ROSETTE SCREW,

TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

EDGE OF STONE MEMORIAL WALL

MAKER, TYP.

EDGE OF FILLER STONE FILLER

STRIP, TYP.

0' -0

3 16

0'-03 16"

NOTE:

NEOPRENE WASHER THICKNESS AS NECESSARY TO

ENSURE EDGE OF ROSETTE DOES NOT TOUCH

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE CAN NOT BE MORE THAN 1/16" AWAY FROM

MEMORIAL MARKER WHEN FULLY TIGHTENED.

CI723

0'-03 16"

EDGE OF STONE MEMORIAL WALL

MAKER, TYP.

S.S. ROSETTE NICHE PLATE,

TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2

PER EA. 'H' ANCHOR ATTACHMENT),

TYP.

0' -0

3 16

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ WHITE

NEOPRENE WASHER W/ SILICONE

COATING, TYP.

S.S. CENTER POST TO RECEIVE

TAMPER-PROOF ROSETTE SCREW,

TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

NOTE:

NEOPRENE WASHER THICKNESS AS NECESSARY TO

ENSURE EDGE OF ROSETTE DOES NOT TOUCH

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE CAN NOT BE MORE THAN 1/16" AWAY FROM

MEMORIAL MARKER WHEN FULLY TIGHTENED.

CI723

S.S. ROSETTE NICHE PLATE,

TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2

PER EA. 'H' ANCHOR ATTACHMENT),

TYP.

0' -0

3 16

S.S. CENTER POST TO RECEIVE

TAMPER-PROOF ROSETTE SCREW,

TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ WHITE

NEOPRENE WASHER W/ SILICONE

COATING, TYP.

EDGE OF STONE MEMORIAL WALL

MAKER, TYP.

EDGE OF FILLER STONE FILLER

STRIP, TYP.

0'-03 16"

NOTE:

NEOPRENE WASHER THICKNESS AS NECESSARY TO

ENSURE EDGE OF ROSETTE DOES NOT TOUCH

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE CAN NOT BE MORE THAN 1/16" AWAY FROM

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE PLATE TO BE TRIMMED AT

FACTORY PRIOR TO SHIPPING, TYP.

CI723

CI723

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ WHITE

NEOPRENE WASHER W/ SILICONE

COATING, TYP.

S.S. CENTER POST TO RECEIVE

TAMPER-PROOF ROSETTE SCREW,

TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

EDGE OF STONE MEMORIAL WALL

MAKER, TYP.

EDGE OF FILLER STONE FILLER

STRIP, TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2

PER EA. 'H' ANCHOR ATTACHMENT),

TYP.

0'-03 16"

0' -0

3 16

S.S. ROSETTE NICHE PLATE,

TYP.

NOTE:

NEOPRENE WASHER THICKNESS AS NECESSARY TO

ENSURE EDGE OF ROSETTE DOES NOT TOUCH

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE CAN NOT BE MORE THAN 1/16" AWAY FROM

MEMORIAL MARKER WHEN FULLY TIGHTENED.

C

D

E

B

A

3' -31 2"

8"

TYP.

SMOOTH FINISH

SELECT BUFF

LIMESTONE

MEMORIAL WALL

FILLER STRIP;

PROVIDE 2 COATS

DAMP PROOFING

ALL SIDES NOT

VISIBLE TO PUBLIC

PRIOR TO

INSTALLATION,

TYP.

1-1/2" HT CAST

BRONZE ROW I.D.;

FIELD LOCATE &

INSTALL, TYP.

3' -31 2"

1"

TYP.

FABRICATOR CUT

KERFS TO

ACCEPT STONE

ANCHOR; (2) PER

FILLER STRIP,

TYP.

4,5

CI705

ELEVATION SECTION

5"

3'-615 16"

TYP.

5"

1"

TYP.

FABRICATOR CUT

KERFS TO

ACCEPT STONE

ANCHOR; MIN. (4)

PER FILLER STRIP,

TYP.

SMOOTH FINISH SELECT BUFF LIMESTONE

MEMORIAL WALL FILLER STRIP; PROVIDE 2

COATS DAMP PROOFING ALL SIDES NOT VISIBLE

TO PUBLIC PRIOR TO INSTALLATION, TYP.

ELEVATION SECTION

5"

2'-1018"

TYP.

SMOOTH FINISH SELECT BUFF LIMESTONE

MEMORIAL WALL FILLER STRIP; PROVIDE 2

COATS DAMP PROOFING ALL SIDES NOT VISIBLE

TO PUBLIC PRIOR TO INSTALLATION, TYP.

5"

1"

TYP.

FABRICATOR CUT

KERFS TO

ACCEPT STONE

ANCHOR; MIN. (4)

PER FILLER STRIP,

TYP.

ELEVATION SECTION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

G:

\P

RO

J-2

0\2

_V

AC

AI

DI

QM

W _C

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI723

MEMORIAL WALL DETAILS - 3

DLM JDS

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

MEMORIAL MARKER INSTALLATION1 8"0 4"2"

1'-0" = 1'-0"

MEMORIAL MARKER ROSETTE PLATE (TOP)2 0 1" 1'-0" = 1'-0"

MEMORIAL MARKER ROSETTE PLATE (LEFT)3 0 1"

1'-0" = 1'-0"

MEMORIAL MARKER ROSETTE PLATE (BOTTOM)4 0 1" 1'-0" = 1'-0"

MEMORIAL MARKER ROSETTE PLATE (CENTER)5 0 1"

NTS

MEMORIAL MARKER ROSETTE PLATE6 1" = 1'-0"

MEMORIAL WALL LIMESTONE FILLER STRIP - TYPE 'C'9 1'0 6"3"

1" = 1'-0"

MEMORIAL WALL LIMESTONE FILLER STRIP - TYPE 'B'8 1'0 6"3"

1" = 1'-0"

MEMORIAL WALL LIMESTONE FILLER STRIP - TYPE 'A'7 1'0 6"3"

BACKER ROD & SEALANT; CONTINUOUS AT

ALL EXPOSED JOINTS. SEALANT DEPTH

SHALL BE PER MANUFACTURER'S

RECOMMENDATIONS, TYP.

3/ 8"

3/

PLASTIC SHIMS; 4 LOCATIONS EACH

CAP; SHIMS SET A MINIMUM OF 3/4"

FROM EXPOSED EDGE OF PRECAST

MEMORIAL WALL UNIT

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

FOR ALL CAP DRIP

SLOTS REFER TO

SPECIFICATIONS, TYP.

MEMORIAL MARKER

ATTACHMENT, TYP.

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

FACE OF CAP

FACE OF FILLER STRIP

PRECAST MEMORIAL WALL UNIT

FIELD-DRILLED HOLE TO

ACCEPT S.S. PINS; 4 PINS

PER CAP; PIN IS LOOSE-FIT IN

CAP; HOLE SHALL BE NOT

GREATER THAN 1/8" IN

DIAMETER THAN PIN.

RECESSED

S.S. WELD

PLATES

WALL LAYOUT LINE BLOB OF TYPE N MORTAR TO PROVIDE

INTERMEDIATE SUPPORT OF CAPS

BETWEEN SHIMS;; MAXIMUM SPACING OF

CAP SUPPORT (SHIMS OR GROUT) SHALL

BE 1'-0" MAX.

EDGE OF PIER

(BEYOND), TYP.

4" MIN.

3" CLEAR

MIN.

TOP OF PRE-CAST

MEMORIAL WALL UNIT, TYP.

CAP SHIMS (FOUR (4) MIN. PER CAP),

TYP.

EDGE OF STONE CAP ABOVE, TYP.

3/8" BACKER ROD AND SEALANT

CAP JOINT ABOVE, CENTERED ON ℄

OF MARKERS AND FILLERS STRIPS

BELOW, TYP.

RECESSED WELD

PLATES, TYP.

3/8" SEALANT JOINT WITH BACKERROD

BETWEEN CAP AND BRICK VENEER, TYP.

BLOB OF TYPE N MORTAR TO PROVIDE

INTERMEDIATE SUPPORT OF CAPS

BETWEEN SHIMS; MAXIMUM SPACING OF

CAP SUPPORT (SHIMS OR MORTAR)

SHALL BE 1'-0" MAX.

FIELD DRILLED HOLE TO RECEIVE S.S.

PIN (TWO (2) STAGGERED HOLES AND

TWO (2) PINS PER CAP SEGMENT), TYP.

PIER CORE, TYP.

NOTES:

THOROUGHLY CLEAN TOP OF

PRE-CAST MEMORIAL WALL. PROVIDE

SHIMS AND MORTAR AT MAXIMUM

SPACING SHOWN.

93 8"

TY

P.

WALL CAP, TYP.

WEEP VENT AT CAP JOINTS, TYP.

AIR CAVITY W/ DRAINAGE MAT, TYP.

3/8"

3 8"

O F

FI

LL

ER

S

TR

IP

M

EM

M

AR

KE

R

JO

IN

T

FACE OF 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.

BEHIND WEEP VENT, PLASTIC SHIMS; 4

LOCATIONS EACH CAP MIN.

CONTINUOUSLY

APPLY SEALANT UP TO

WEEP VENT, TYP.

ENSURE CLEAN STRAIGHT LINE.

RECOMMEND USE OF PAINTERS TAPE

1/16" AS A TEMPORARY GUIDE (USE AS

RECOMMENDED BY MANUFACTURER)SURFACE OF

CAULK TO BE

FLUSH

BACKER ROD AT

CAP OVERHANG

ALIGN CENTER LINE OF CAP JOINT WITH

CENTER LINE BASE STONE / FILLER STRIP /

MEMORIAL MARKER JOINT

TAPE, TYP.

TEMP. PAINTER'S TAPE TO CREATE

UNIFORM JOINT APPEARANCE

NOTES:

1. ALIGN VERTICAL BASE STONE, FILLER STRIP AND MEMORIAL MARKER JOINTS WITH VERTICAL CAP STONE

JOINTS (WHERE APPLICABLE). WEEP VENTS SHALL BE PLACED AT EACH VERTICAL CAP JOINT AND

VERTICAL BASE STONE 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.

CI724

C L

CL

EDGE OF STONE PIER CAP

ABOVE, TYP.

BLOB OF TYPE N MORTAR TO PROVIDE

INTERMEDIATE SUPPORT OF CAPS

BETWEEN SHIMS; MAXIMUM SPACING OF

CAP SUPPORT (SHIMS OR MORTAR)

SHALL BE 1'-0" MAX.

NOTES:

THOROUGHLY CLEAN TOP OF PIER.

PROVIDE SHIMS AND MORTAR AT

MAXIMUM SPACING SHOWN.

FACE OF BASE STONE

BELOW, TYP.

EQ

3" CLEAR

MIN.

3/4" MIN.

PIER CAP, TYP.

EDGE OF STONE WALL CAP

BELOW, TYP.

FACE OF MEMORIAL WALL

(BOTTOM EDGE) BELOW, TYP.

FACE OF MEMORIAL WALL

(TOP EDGE) BELOW, TYP.

TOP EDGE OF PRECAST

MEMORIAL WALL CORE

BELOW, TYP.

CAP SHIMS (FOUR (4) MIN. PER CAP),

TYP.

FIELD DRILLED HOLE TO RECEIVE S.S.

PIN (TWO (2) HOLES AND TWO (2) PINS

PER CAP SEGMENT), TYP.

TOP OF PIER CORE, TYP.

WEEP VENT; TWO (2) EACH SIDE

EQ. SPACED; ALIGN W/ BRICK HEAD

JOINTS, TYP.

EQ

AIR CAVITY W/ DRAINAGE MAT, TYP.

3'-334"

2' -77 8"

1' -315 16

1'

-315 16

W

AS

H W

AS

H

WASHWASH

ARRIS

LINE, TYP.

BASE OF CAP

(BELOW)

B

A-

1'-378"

3'-334"

2"

13 4"

1'-378"

91 8" 53 8"

3'-034"

8" 1'-315 16"

2'-778"

2"

13 4"

1'-315 16"

91 8" 53 8"

2'-478"

SECTION 'A'

PLAN

SECTION 'B'

C.L. CONT.

DRIP SLOT

(BELOW), TYP.

R1 12 "TYP.

R1 12 "TYP.

4" TYP.

DRIP SLOT,

TYP.; SEE

SPECS

DRIP SLOT,

TYP.; SEE

SPECS

4" TYP.

1'-313 16"

2'-758"

21 2" 53 4"

2" TYP.

1'-313 16"

81 4"

DRIP SLOT,

TYP.; SEE

SPECS

CONT. DRIP SLOT

UNDER CAP, TYP.

3'-678"

21 2" 53 4"

3'-678"

2' -75 8"

1' -313 16

1'

-313 16

CI724

W

AS

H W

AS

H ARRIS LINE

C.L. CONT.

DRIP SLOT

UNDER CAP11 2" T

YP

PLAN

ELEVATION

CONT. DRIP SLOT

UNDER CAP, TYP.

2'-915 16"

21 2" 53 4"

2'-915 16"

2' -75 8"

1' -313 16

1'

-313 16

CI724

W

AS

H W

AS

H ARRIS LINE

C.L. CONT.

DRIP SLOT

UNDER CAP11 2" T

YP

PLAN

ELEVATION

MW

1' -33 8" T

YP

SMOOTH FINISH

SELECT BUFF

LIMESTONE

COLUMBARIUM I.D.

PANEL; PROVIDE 2

COATS DAMP

PROOFING ALL

SIDES PRIOR TO

INSTALLATION, TYP.

1'-358" TYP.

47 8" 7"

31 2"

3" HT CAST METAL

WALL I.D.; FIELD

LOCATE & INSTALL,

TYP.

6" HT CAST METAL

WALL NUMBER;

FIELD LOCATE &

INSTALL, TYP.; SEE

LAYOUT PLAN FOR

WALL NUMBERS

ELEVATION

1' -33 8" T

YP

3" TYP.

FABRICATOR

CUT KERFS

TO ACCEPT

STONE

ANCHORS,

TYP.

PLAN

4,5

CI705

4,5

CI705

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

Aqua Engineering, Inc.

(970) 372-6104

Alliance Consulting Group

(202) 617-8485

Fil e P ath

G:

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RO

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0\2

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AC

AI

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JULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

07/25/22

CI724

MEMORIAL WALL DETAILS - 4

DLM JDS

3" = 1'-0"

TYPICAL MEMORIAL WALL CAP SETTING (SECTION)1 0 4"1" 2" 6" = 1'-0"

TYPICAL MEMORIAL WALL CAP SETTING (ELEVATION)2 2"0 1" 1" = 1'-0"

TYPICAL MEMORIAL WALL CAP SETTING (PLAN)3 1'0 6"3"

1" = 1'-0"

MEMORIAL WALL PIER CAP - TYPE 'F'4 1'0 6"3" 1" = 1'-0"

WALL CAP (SECTION)5 1'0 6"3" 1" = 1'-0"

MEMORIAL WALL CAP - TYPE 'G'6 1'0 6"3" 1" = 1'-0"

MEMORIAL WALL CAP - TYPE 'H'7 1'0 6"3" 3" = 1'-0"

MEMORIAL WALL LIMESTONE I.D. PANEL8 0 4"1" 2"

TYPICAL MEMORIAL

21 4" 2"

35 8"

2'-915

16" TYP.

2'-915

16" TYP.

CHAMFER,

TYP.

CHAMFER,

TYP.

ELEVATION

PLAN

CI705

55 8"

73 4"10

21 4" 2"

35 8"

3'-411

16" TYP.

3'-411

16" TYP.

CHAMFER,

TYP.

CHAMFER,

TYP.

ELEVATION

PLAN

CI705

55 8"

2" TY

P.

35 8"

2"

TYP.

8"

73 4"10

21 4"

TY

P.

2"

TYP.

CHAMFER,

TYP.

ELEVATION

8"

8" 3"

8"

TYP.

3"

PLAN

CHAMFER,

TYP.

55 8"

73 4"10

21 4"

TY

P.

2" TY

P.

35 8"

1'-4" TYP.

1'-4" TYP.

CHAMFER,

TYP.

CHAMFER,

TYP.

ELEVATION

PLAN

CI705

55 8"

73 4"10

21 4"

TY

P.

2" TY

P.

35 8"

2"

TYP.

CHAMFER,

TYP.

CHAMFER,

TYP.

ELEVATION

PLAN

3' TYP.

2'-8" 2"

TYP.

2"

TYP.

2'-8" 2"

TYP.

CI705

55 8"

2" TY

P.

35 8" 73 4"10

21 4"

TY

P.

2"

TYP.

CHAMFER,

TYP.

ELEVATION

3"

2"

TYP.

8"

3" 35 8"

8"

TYP.

8"

PLAN

CHAMFER,

TYP.

35 8"

4"

2" 31

4"

FALSE JOINT

BEHIND

SECTION

4" 3

8"

21 4" 3 8"

2"

4" 23

4"

2"

53 8" 43 4"

1 8"

CI

PLAN