S02 GLNC Phase II - Plans_Part13.pdf

TOP OF FOUNDATION (TOF) ELEV. = 921.67 TOP OF FOUNDATION (TOF) ELEV. = 921.98 TOP OF FOUNDATION (TOF) ELEV. = 922.30 TOP OF FOUNDATION (TOF) ELEV. = 922.61 TOP OF FOUNDATION (TOF) ELEV. = 922.92

CI7041

CI704

BASE STONE

STONE SHELF, TYP.PIER BASE STONE

STONE SHELF, TYP.

FINISH

GRADE, TYP. BOTTOM OF

FOOTING, TYP.

EQ. EQ. EQ. EQ.

EQ.

SEE DETAIL 1 ON CI703 - COLUMBARIUM

SINGLE SIDED WALL DETAIL ELEVATION

1 10 20 1 10 20 1 10 20 1 10 20 1 10 20 1

5 COLUMN

CLOSED-CLOSED

PRECAST

NICHE UNIT

9 COLUMN

OPEN-CLOSED

PRECAST NICHE UNIT

9 COLUMN

OPEN-CLOSED PRECAST

NICHE UNIT

7 COLUMN

CLOSED-CLOSED

PRECAST NICHE UNIT

8 COLUMN

OPEN-CLOSED

PRECAST NICHE UNIT

11 COLUMN CLOSED-CLOSED

PRECAST NICHE UNIT

10 COLUMN OPEN-CLOSED

PRECAST NICHE UNIT

11 COLUMN CLOSED-CLOSED

PRECAST NICHE UNIT

10 COLUMN OPEN-CLOSED

PRECAST NICHE UNIT

7 COLUMN

OPEN-CLOSED

PRECAST NICHE UNIT

7 COLUMN

CLOSED-CLOSED

PRECAST NICHE UNIT

8 COLUMN

OPEN-CLOSED

PRECAST NICHE UNIT

7 COLUMN

OPEN-CLOSED

PRECAST NICHE UNIT

C

L

L OF CAPSTONE, NICHE

COVER GAP AND BASE

STONE TO ALIGN, TYP. C

TOP OF FOOTING, TYP.

11 COLUMN

CLOSED-CLOSED

PRECAST

NICHE UNIT

CI705

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER C L

O

F

PI

ER

EQ.

C L O

F

NI

CH

E

W

AL

L

EQ.

C L O

F

NI

CH

E

W

AL

L

EQ.EQ. EQ.EQ.

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

FILLER STRIP 'A'

SEE FILLER

STRIP WIDTH

TABLE. THIS

SHEET, TYP.

FILLER

STRIP 'A'

FILLER

STRIP 'B'

FILLER

STRIP 'B'

FILLER

STRIP 'C'

FILLER

STRIP 'C'

FILLER

STRIP 'D'

FILLER

STRIP 'D'

FILLER

STRIP 'E'

FILLER

STRIP 'E'

FILLER

STRIP 'F'

TOP OF FOUNDATION (TOF) ELEV. = 923.23 TOP OF FOUNDATION (TOF) ELEV. = 923.55

TOP OF FOUNDATION (TOF) ELEV. = 924.35 TOP OF FOUNDATION (TOF) ELEV. = 924.66

CI704

CI704

BASE STONE

STONE SHELF, TYP.

PIER BASE STONE

STONE SHELF, TYP.

FINISH GRADE, TYP. BOTTOM OF

FOOTING, TYP.

EQ. EQ.

SEE DETAIL 1 ON CI703 - COLUMBARIUM

SINGLE SIDED WALL DETAIL ELEVATION

10 20 1 10 20 1 10 20 1 10

10 COLUMN OPEN-CLOSED

PRECAST NICHE UNIT

11 COLUMN CLOSED-CLOSED

PRECAST NICHE UNIT

10 COLUMN CLOSED-OPEN

PRECAST NICHE UNIT 11 COLUMN CLOSED-CLOSED

PRECAST NICHE UNIT

10 COLUMN CLOSED-OPEN

PRECAST NICHE UNIT

10 COLUMN CLOSED-OPEN

PRECAST NICHE UNIT

TOP OF FOOTING, TYP.

C

L

L OF CAPSTONE, NICHE

COVER GAP AND BASE

STONE TO ALIGN, TYP.

C

11 COLUMN

CLOSED-CLOSED

PRECAST

NICHE UNIT

11 COLUMN

CLOSED-CLOSED

PRECAST

NICHE UNIT

PITCH TOP OF WALL

1% WITH GRADE

CI705

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

EQ.

C L O

F

NI

CH

E

W

AL

L

EQ.EQ.

C L O

F

NI

CH

E

W

AL

L

EQ.

C L O

F

NI

CH

E

W

AL

L

EQ.

C L O

F

NI

CH

E

W

AL

L

FILLER STRIP 'F' SEE

FILLER STRIP WIDTH

TABLE, THIS SHEET,

TYP.

FILLER

STRIP 'G'

FILLER STRIP 'G'

FILLER

STRIP 'G'

FILLER

STRIP 'G'

FILLER

STRIP 'F'

TOP OF FOUNDATION (TOF) ELEV. = 924.97 TOP OF FOUNDATION (TOF) ELEV. = 925.29 TOP OF FOUNDATION (TOF) ELEV. = 925.60 TOP OF FOUNDATION (TOF) ELEV. = 925.91 TOP OF FOUNDATION (TOF) ELEV. = 926.22

CI7041

CI704

BASE STONE

STONE SHELF, TYP.

PIER BASE STONE

STONE SHELF, TYP.

FINISH

GRADE, TYP.

BOTTOM OF

FOOTING, TYP.

EQ. EQ. EQ. EQ. EQ.

20 1 10 20 1 10 20 1 10 20 1 10 20 1 10 20

11 COLUMN CLOSED-CLOSED

PRECAST NICHE UNIT

10 COLUMN CLOSED-OPEN

PRECAST NICHE UNIT

11 COLUMN CLOSED-CLOSED

PRECAST NICHE UNIT

10 COLUMN CLOSED-OPEN

PRECAST NICHE UNIT

5 COLUMN

CLOSED-CLOSED

PRECAST

NICHE UNIT

9 COLUMN

CLOSED-OPEN PRECAST

NICHE UNIT

9 COLUMN

CLOSED-OPEN

PRECAST NICHE UNIT

7 COLUMN

CLOSED-OPEN

PRECAST NICHE UNIT

8 COLUMN

CLOSED-OPEN

PRECAST NICHE UNIT

7 COLUMN

CLOSED-CLOSED

PRECAST NICHE UNIT

7 COLUMN

CLOSED-OPEN

PRECAST NICHE UNIT

8 COLUMN

CLOSED-OPEN

PRECAST NICHE UNIT

7 COLUMN

CLOSED-CLOSED

PRECAST NICHE UNIT

TOP OF FOOTING, TYP.

L

L OF CAPSTONE, NICHE

COVER GAP AND BASE

STONE TO ALIGN, TYP.

C

C

11 COLUMN

CLOSED-CLOSED

PRECAST

NICHE UNIT

11 COLUMN

CLOSED-CLOSED

PRECAST

NICHE UNIT

CI705

ALIGN,

TYP.

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

EQ.EQ.EQ.

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

EQ.

C L O

F

NI

CH

E

W

AL

L

EQ.

C L O

F

NI

CH

E

W

AL

L

FILLER

STRIP 'F' FILLER STRIP

'E' SEE FILLER

STRIP WIDTH

TABLE THIS

SHEET, TYP.

FILLER

STRIP 'E'

FILLER

STRIP 'D'

FILLER

STRIP 'D'

FILLER STRIP 'C' FILLER

STRIP 'C'

FILLER

STRIP 'B'

FILLER

STRIP 'B'

FILLER

STRIP 'A'

FILLER

STRIP 'A'

CI703

M

AT

CH

LI

NE

M

AT

CH

LI

NE

WEST END

EAST END

ENLARGED

ELEVATION

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

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442 07/31/2020

SINGLE-SIDED COLUMBARIUM FRONT

ELEVATIONS

CI701

KFSDLM

1/4" = 1'-0"

COLUMBARIUM - SINGLE-SIDED WALL FRONT ELEVATION 12

1/4" = 1'-0"

COLUMBARIUM - SINGLE-SIDED WALL FRONT ELEVATION 23

1/4" = 1'-0"

COLUMBARIUM - SINGLE-SIDED WALL FRONT ELEVATION 34

0 4'2'1'0

M

AT

CH

LI

NE

M

AT

CH

LI

NE

M

ATCHLINE 1

M

ATCHLINE 1

M

ATCHLINE 2

M

ATCHLINE 2

M

AT

CH

LI

NE

M

AT

CH

LI

NE

0 4'2'1'0

0 4'2'1'0

NTS

COLUMBARIUM - SINGLE-SIDED WALL FRONT OVERALL ELEVATION1

FILLER STRIP

WIDTH TABLE

FILLER

STRIP

WIDTH

A B C D E F G

1'-1" 1'-01

8"

*NOTE: FILLER STRIP

WIDTH MEASURES FULL

WIDTH OF STONE

INCLUDING

CONCEALMENT BEHIND

STONE VENEER. SEE

PLAN VIEW DETAILS ON

CI705.

16"

1- 25 16"

1'-1"

16"

8"

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TOP OF SHELF ELEV. = 927.17 TOP OF SHELF ELEV. = 927.17 TOP OF SHELF ELEV. = 927.17 TOP OF SHELF ELEV. = 927.17 TOP OF SHELF ELEV. = 926.86

PITCH STONE

STONE SHELF

W/GRADE,

TYP.

FINISH GRADE, TYP.

EQ.EQ.EQ.EQ.

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C

BOTTOM OF

FOOTING, TYP.

TOP OF FOOTING, TYP.

EQ. EQ. EQ. EQ. EQ. EQ.

C L

O F

NI

CH

E W

AL

L

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

TOP OF SHELF ELEV. = 926.58 TOP OF SHELF ELEV. = 926.28 TOP OF SHELF ELEV. = 926.05 TOP OF SHELF ELEV. = 925.86 TOP OF SHELF ELEV. = 925.31

FINISH GRADE, TYP.

EQ.EQ.EQ.

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

BOTTOM OF

FOOTING, TYP.

TOP OF FOOTING, TYP.

EQ. EQ.

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

EQ.C L

O

F

NI

CH

E

W

AL

L

EQ. EQ.

C L O

F

NI

CH

E

W

AL

L

TOP OF SHELF ELEV. = 925.04 TOP OF SHELF ELEV. = 924.76 TOP OF SHELF ELEV. = 924.47 TOP OF SHELF ELEV. = 924.19 TOP OF SHELF ELEV. = 923.72 PITCH STONE

STONE SHELF

W/GRADE,

TYP.

FINISH GRADE, TYP.

EQ.EQ.

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ER

C L O

F

PI

ERBOTTOM OF

FOOTING, TYP.

TOP OF

FOOTING, TYP.

EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

C L O

F

NI

CH

E

W

AL

L

M

AT

CH

LI

NE

M

AT

CH

LI

NE

2EAST END

WEST END

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

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442 07/31/2020

CI702

KFSDLM 106

1/4" = 1'-0"

COLUMBARIUM - SINGLE-SIDED WALL REAR ELEVATION 12

1/4" = 1'-0"

COLUMBARIUM - SINGLE-SIDED WALL REAR ELEVATION 23

1/4" = 1'-0"

COLUMBARIUM - SINGLE-SIDED WALL REAR ELEVATION 34

0 4'2'1'0

0 4'2'1'0

0 4'2'1'0

M

ATCHLINE 1

M

ATCHLINE 1

M

AT

CH

LI

NE

M

AT

CH

LI

NE

M

ATCHLINE 1

M

ATCHLINE 1

M

AT

CH

LI

NE

M

AT

CH

LI

NE

SINGLE-SIDED COLUMBARIUM REAR

ELEVATIONS

NTS

COLUMBARIUM - SINGLE-SIDED WALL REAR OVERALL ELEVATION1

CUT LIMESTONE COLUMBARIUM CAP

PIER BASE STONE

STONE SHELF, TYP.

LIMESTONE I.D. PANEL, SEE

CI700 FOR NUMBERING

REQUIREMENTS, TYP.

CUT LIMESTONE BASE, TYP.

CUT LIMESTONE COLUMBARIUM CAP

2" ENGRAVED TIMES NEW ROMAN LETTER, ENGRAVED TO 3

8" DEPTH TYP. (WHERE

SHOWN ON ELEVATIONS). ALIGN W/CENTER OF ADJACENT NICHE COVER, TYP.

FINISH GRADE (CONCRETE WALK), TYP.

CUT LIMESTONE FILLER STRIP. SET FLUSH WITH FACE OF NICHE UNITS.

CULTURED STONE VENEER

VARIES. SEE FILLER STRIP WIDTH

TABLE ON CI701. V.I.F. DIMENSIONS

PRIOR TO FABRICATION.

CL

CL

7' -93 4" T

YP

2" 8"

6"

4"4" 2' 2'

3' -8

9 16

1'

-9

EQ.

CL

TOP OF CAP

VARIES

EQ.

TOP OF CAP VARIES

BY WALL SECTION

CL

71 2 +

TY

P.

41 2"+

TY

P.

8 3 8"+

TY

P.

1 2"

TY

P.

ALIGN, TYP.

CI

CI

ALIGN,

TYP.

CL

CL OF CAPSTONE, NICHE

COVER GAP AND BASE

STONE TO ALIGN, TYP.

WALL BASE STONE

STONE SHELF, TYP.

CI706

CI

1" T

YP

EQ. EQ.

FACE OF STONE VENEER

EDGE OF FILLER STRIP

LIMESTONE I.D. PANEL. SEE

CI700 FOR NUMBERING

REQUIREMENTS.

C

CL

L OF

NICHE

CL

7' -71 2"

6"

TYP.

LIMESTONE FILLER STRIP

GOVERNMENT PROVIDED NICHE COVERS W/

3/8" PRE-DRILLED HOLES TO ACCEPT

CONTRACTOR PROVIDED ANCHORING DEVICES;

CONTRACTOR SHALL INSTALL COVERS AS

SHOWN ON DETAILS; ASSUME COVERS ARE

MARBLE, 11 1/4" WIDTH X 1'-3 3/4" HT. X 3/4"

THICK

CULTURED STONE VENEER

CUT LIMESTONE BASE, TYP.

1 12" ENGRAVED TIMES NEW

ROMAN LETTER, ENGRAVED TO

8" DEPTH TYP. (WHERE SHOWN

ON ELEVATIONS)

CUT LIMESTONE COLUMBARIUM

CAP. VERIFY ALL PIER AND WALL

DIMENSIONS PRIOR TO CAP

FABRICATION.

3/8" (±1/16") JOINT BETWEEN CAPS

(TYP.); PROVIDE BACKER ROD &

SEALANT AT ALL EXPOSED JOINTS

PRE-CAST CONCRETE

COLUMBARIUM UNIT

1 12" ENGRAVED TIMES NEW ROMAN NUMBER, TYP.

(FIRST NICHE COLUMN & THEN EVERY 10TH); FROM

LEFT TO RIGHT W / IN NUMBERED WALL (WHERE

SHOWN ON ELEVATIONS)

FINISH ALL EXPOSED FACES OF

PRE-CAST COLUMBARIUM UNITS AS

SPECIFIED, PRIOR TO INSTALLING

NICHE COVERS

CUT LIMESTONE BASE

CUT LIMESTONE

COLUMBARIUM

CAP

CL

CL NUMBER AND NICHE

6" 2"

53 4" 1"

4"

6"

TYP.

CULTURED STONE VENEER

BACKER ROD AND SEALANT

AROUND ALL NICHE UNITS

2'4"

4' -03 8"

1' -9

EQ. EQ.

2'

6" 2"

2'

53 4" 1"

CONTRACTOR PROVIDED &

INSTALLED ROSETTE (TYP.)

CL

TOP OF CONCRETE WALK

CL

CI707

4"

3 4"

6"

TYP.

6"

TYP.

CI706

2'-212" 2'-212"

3' TYP.

CL CL

33'-214" (INCLUDES (2) 3

8" JOINTS AT ENDS)

CI

CI

CI703

11 COLUMN CLOSED-CLOSED PRECAST NICHE UNIT 11 COLUMN OPEN-CLOSED PRECAST NICHE UNIT 11 COLUMN OPEN-CLOSED PRECAST NICHE UNIT

CL

CL

CI

2'-212"2'-212"

3' TYP.

CLCL

33'-214" (INCLUDES (2) 3

8" JOINTS AT ENDS)

CI

CI703

CI

11 COLUMN CLOSED-CLOSED PRECAST NICHE UNIT11 COLUMN CLOSED-OPEN PRECAST NICHE UNIT11 COLUMN CLOSED-OPEN PRECAST NICHE UNIT

CL

CL

CI

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

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442 07/31/2020

COLUMBARIUM DETAIL ELEVATIONS

CI703

KFSDLM

1/2" = 1'-0"

COLUMBARIUM - SINGLE-SIDED WALL ENLARGED ELEVATION1 0 1' 2'6"

1" = 1'-0"

DOUBLE SIDED COLUMBARIUM DETAIL ELEVATION4 0 1' 2'6"

1/2" = 1'-0"

COLUMBARIUM - DOUBLE SIDED WALL TYPICAL WEST ELEVATION2 0 1' 2'6"

1/2" = 1'-0"

COLUMBARIUM - DOUBLE SIDED WALL TYPICAL EAST ELEVATION3 0 1' 2'6"

NOTE:

CONTRACTOR TO PROVIDE COMPLETE MOCK UP OF COLUMBARIUM

WALL TO DEMONSTRATE CONFORMANCE TO PLANS AND

SPECIFICATIONS. COLUMBARIUM MOCK UP SHALL BE A MIN. OF END

PIER WITH THREE (3) LINEAR FEET OF PRECAST NICHES. MOCK UP

SHALL DEMONSTRATE CONSTRUCTION OF THE FOLLOWING.

1. CAP

2. BASE STONE

3. CONCRETE

4. MORTAR

5. FLASHING

6. SEALANT

7. PIER W / I.D. PANEL

8. VENEER

MOCK UP SHALL BE CONSTRUCTED IN AN AREA OUTSIDE OF THE

PROPOSED COLUMBARIUM WALLS AND SHALL NOT BE PART OF THE

PERMANENT CONSTRUCTION. THE MOCK UP SHALL BE

CONSTRUCTED A MINIMUM OF 45 DAYS PRIOR TO ACTUAL

COLUMBARIUM WALL CONSTRUCTION AND CONTRACTOR SHALL

RECEIVE APPROVAL FROM THE OWNER'S DESIGNATED

REPRESENTATIVE PRIOR TO CONSTRUCTION OF PERMANENT

COLUMBARIUM WALLS. IF FIRST MOCK UP IS REJECTED BY THE

OWNER'S DESIGNATED REPRESENTATIVE FOR ANY REASON,

CONTRACTOR SHALL PROVIDE ADDITIONAL MOCK UPS AT NO

ADDITIONAL COST UNTIL AN APPROVED MOCK UP IS OBTAINED. THE

APPROVED MOCK UP SHALL REMAIN IN PLACE UNTIL CONSTRUCTION

OF COLUMBARIUM WALLS IS COMPLETE AND THE OWNER'S

DESIGNATED REPRESENTATIVE HAS APPROVED THE PERMANENT

COLUMBARIUM WALLS. CONTRACTOR WILL DEMOLISH AND REMOVE

MOCK UP COLUMBARIUM WALL FROM SITE.

DOUBLE-SIDED COLUMBARIUM

FOUNDATION ELEV. TABLE

WALL NO.* ELEV. WALL NO.* ELEV.

921.65 921.59 921.92 921.94 922.14 922.22 922.45 922.50 922.76 922.81 923.01 923.08 923.34 923.41 923.67 923.72

924.14 924.20 924.42 924.48 924.64 924.68 924.97 924.07 925.30 925.37 925.61 925.68 925.91 926.06 926.20 926.34

*NOTE: SEE CI700 FOR WALL NUMBERS

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REINFORCED CONCRETE FOUNDATION & FOOTING

SEE STRUCTURAL DRAWINGS, TYP; TOP OF CONC.

FOUNDATION SURFACE TO BE STEEL TROWEL

FINISHED LEVEL FOR SETTING COLUMBARIUM UNITS

T.O.F. ELEV.

SEE DWG. CI701

8"

10"

1' -6

2"x4" KEYWAY

APPROVED

STRUCTURAL

BACKFILL

CULTURED STONE

VENEER MORTAR

IN PLACE AS

SPECIFIED.

REINFORCED BACK CONC.

STEM WALL, SEE

STRUCTURAL DRAWINGS,

TYP.

CUT LIMESTONE COLUMBARIUM CAP;

SEE CI712 AND CI713 FOR DETAILS

PRE -CAST CONCRETE

COLUMBARIUM UNIT.

CONTRACTOR SHALL

TAKE CARE DURING

PLACEMENT OF

PRECAST CONC.

COLUMBARIUM UNITS SO

AS TO AVOID DAMAGE

DURING INSTALLATION:

SEE SPECS.

GOVERNMENT PROVIDED

(CONTRACTOR INSTALLED)

NICHE COVER

NICHE COVER ATTACHMENT

TOP OF

FOUNDATION

VARIES. SEE

ELEVATIONS

FINISH

GRADE

(CONC.

WALK)

DECORATIVE STONE STRIP

W/ UNDERDRAIN

7'

4"

CUT LIMESTONE

BASE STONE

2" X 8" CONT. KEYWAY

APPROVED

STRUCTURAL

BACKFILL

REINFORCED CONCRETE

FOUNDATION & FOOTING

SEE STRUCTURAL

DRAWINGS, TYP

DECORATIVE

STONE STRIP W/

UNDERDRAIN

CUT LIMESTONE

BASE STONE

FINISH GRADE

(CONC. WALK)

7' -9

2" M

IN

3'-1"2'-3"

6" 2"

6"

8" 2"

VA

RI

ES

SE

E

EL

EV

AT

IO

N.

3' 1'

-6

2'-3" 4'-10" 6"

2' -6

" M

IN

CULTURED STONE

VENEER. MORTAR

IN PLACE AS

SPECIFIED.

LIMESTONE

IDENTIFICATION PANEL,

TYP. (WHERE SHOWN IN

ELEVATIONS). PROVIDE

8" MASONRY JOINT ALL

AROUND. PROVIDE

CEMENTITIOUS DAMP

PROOF ON BACK PRIOR

TO INSTALL. SEE SPECS.

2"x8" KEYWAY

8"

6"

6" 6"

8"

8"

EPDM MEMBRANE OVER

ENTIRE TOP OF PRECAST

UNITS, PIERS, & STEM WALL

FIELD DRILL HOLE IN

COLUMBARIUM NICHE FLOOR TO

ACCEPT 1/2"ØX6" TYPE 304 S.S.

PIN. PROVIDE 2 PER PRECAST

UNIT; PATCH WITH MORTAR,

FLUSH ON INSIDE, TYP.

2' -6

" M

IN

8"

8"

COMPACTED SUBGRADE

COMPACTED SUBGRADE

PROVIDE CEMETITIOUS DAMP

PROOFING ON BOTTOM &

BACK OF ALL LIMESTONE

BASE STONES. SEE SPEC.

CI707

6" FOOTING DRAIN, TYP.

WRAPPED IN FILTER SOCK

DRAINAGE STONE

WRAPPED IN FILTER

FABRIC, TYP.

6" FOOTING DRAIN

WRAPPED IN FILTER

SOCK, TYP.

DRAINAGE STONE

WRAPPED IN FILTER

FABRIC, TYP.

1/2"X5" S.S. PINS INSTALL NON-SHRINK

GROUT INTO TOP WEB AND LOOSE FIT INTO

CAP, (2) PINS PER CAP, TYP.

DIMPLED DRAINAGE

BOARD,TYP. ENSURE FULL

ADHESION TO WALL

SEE SPEC.

FINISH

GRADE

5% TYP.

2" M

IN

1'

GRAVEL

MOW STRIP

FINISH

GRADE

5% TYP.

2" M

IN

. 1'

GRAVEL

MOW STRIP

2'-3" 1'-1178"

LC

CI707

CI711

CI705

8" JOINT

8" JOINT

CUT LIMESTONE COLUMBARIUM CAP.

SEE CI711 AND CI712 FOR DETAILS

CI711

CI705

CI706

" 11

1/2"X5" S.S. PINS INSTALL NON-SHRINK

GROUT INTO TOP WEB AND LOOSE FIT

INTO CAP, (2) PINS PER CAP, TYP.

CULTURED STONE

VENEER. SEE SPECS.

LC

PI

ER

7 8"

7 8"

CI705

CI705

RECESSED WELDPLATE, STAINLESS

STEEL, 14" MIN THICKNESS; PROVIDE

SHOP DRAWINGS.

CI707

PROVIDE BITUMINOUS DAMP

PROOFING TO FOOTING, TYP.

PROVIDE BITUMINOUS

DAMP PROOFING TO

FOOTING, TYP.

T.O.F. ELEV.

SEE DWG. CI701

LAYOUT POINT, TYP.

SEE CS401 & CS402

LAYOUT POINT, TYP.

SEE CS401 & CS402

DIMPLED DRAINAGE

BOARD,TYP. ENSURE FULL

ADHESION TO WALL

SEE SPEC.

REINFORCED CONCRETE

FOUNDATION & FOOTING SEE

STRUCTURAL DRAWINGS, TYP;

1' -6

2"x4" KEYWAY

APPROVED

STRUCTURAL

BACKFILL

CULTURED STONE

VENEER MORTAR IN

PLACE AS SPECIFIED.

REINFORCED BACK CONC.

STEM WALL, SEE

STRUCTURAL DRAWINGS,

TYP.

VARIES.

SEE

ELEVATIONS

FINISH GRADE

(CONC. WALK)

DECORATIVE STONE

STRIP W/ UNDERDRAIN

7'

CUT LIMESTONE

BASE STONE

2" X 8" CONT. KEYWAY

3'-1"2'-3"

6" 2"

6"

8"

6"

8"

2' -6

" M

IN

COMPACTED SUBGRADE

PROVIDE CEMETITIOUS DAMP

PROOFING ON BOTTOM &

BACK OF ALL LIMESTONE

BASE STONES; SEE SPEC.

PROVIDE BITUMINOUS

DAMP PROOFING TO

FOOTING

2" THICK LIMESTONE

FILLER STRIP, TYP.

1" CAVITY, TYP.

S.S. ANCHOR SEE

STRUCTURAL DETAILS.

S.S. ANCHOR SEE

STRUCTURAL DETAILS.

6" FOOTING DRAIN

WRAPPED IN FILTER

SOCK, TYP.

DRAINAGE STONE WRAPPED

IN FILTER FABRIC, TYP.

PIER (BEYOND)

1/2"X5" S.S. PINS INSTALL

NON-SHRINK GROUT INTO

CONC. PIER AND LOOSE FIT

INTO CAP, (2) PINS PER CAP,

TYP.

FINISH

GRADE

5% TYP.

2" M

IN

1'

GRAVEL

MOW STRIP

8"

CUT LIMESTONE COLUMBARIUM CAP.

SEE CI714 AND CI715 FOR DETAILS

CI711

CI705

2'-578"

7 8"

CI705

CULTURED STONE VENEER

BETWEEN BOTTOM OF PIER CAP

AND TOP OF WALL CAP, BOTH SIDES

OF PIER, TYP. CUT STONE TO FIT AS

NECESSARY.

T.O.F. ELEV.

SEE DWG. CI701

DIMPLED DRAINAGE BOARD,TYP.

ENSURE FULL ADHESION TO WALL

SEE SPEC.

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

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442 07/31/2020

SINGLE - SIDED

COLUMBARIUM DETAILS 1

CI704

KFSDLM

1" = 1'-0"

COLUMBARIUM - SINGLE SIDED WALL SECTION - 5 NICHE HIGH SECTION1 1" = 1'-0"

COLUMBARIUM - SINGLE SIDED WALL - PIER SECTION21'0 6"3" 1'0 6"3"

1" = 1'-0"

COLUMBARIUM - SINGLE SIDED WALL - FILLER STRIP SECTION3 1'0 6"3"

.00

CI704

CI704

2" THICK LIMESTONE FILLER STRIP,

WIDTH VARIES BY SECTION. SEE

TABLE ON CI701.

5 NICHE HIGH PRE-CAST

COLUMBARIUM UNIT

S.S. ANCHOR, TYP. SEE

STRUCTURAL DETAILS

EXPANSION JOINT, TYP.

RECESSED WELD PLATE, TYP.

LIMESTONE BASE STONE

DECORATIVE STONE

STRIP W/ UNDER DRAIN

8" SEALANT JOINT WITH

BACKER ROD, TYP.

ALIGN

9"

2'-4" 2'-4"

1' -0

TY

P.

2" CAVITY

1"

CA

VI

TY

1 8"

90.00°

EQ.

WIDTH

VARIES BY

PIER

EQ.

WIDTH

VARIES

BY PIER

LAYOUT

POINT, TYP.

SEE CS401

& CS402

CI705

CI707

LC

PI

ER

CI704

SEE CS401 & CS402

1'-878" 1'-878"

7'-8", TYP.

90.0 0°

7" .6 5°

CI705

FACE OF

FOUNDATION

WALL, TYP.

LIMESTONE BASE STONE

2" THICK LIMESTONE FILLER STRIP, WIDTH

VARIES BY SECTION. SEE TABLE ON CI701.

5 NICHE HIGH PRE-CAST COLUMBARIUM UNIT

DECORATIVE GRAVEL

STRIP W/ UNDER DRAINEQ.

WIDTH VARIES

BY PIER

EQ.

WIDTH VARIES

BY PIER

TY

P.

2'-4", TYP. 2'-4", TYP.

S.S. ANCHOR, TYP. SEE

STRUCTURAL DETAILS.

EXPANSION JOINT, TYP.

2" CAVITY

TYP.

8" SEALANT JOINT WITH BACKER ROD, TYP.

SINGLE SIDED COLUMBARIUM WALL

SINGLE SIDED COLUMBARIUM PIER

90.00°

ALIGN

CL

1" TY

P.

1 8" 1 8"

CI704

CI704

RECESSED WELD PLATE, TYP.

LAYOUT

POINT,

TYP. SEE

CS401 &

CS402

CI705

CI707

LC

PI

ER

CI704LAYOUT POINT,

(FACE OF

FOUNDATION

WALL) TYP. SEE

CS401 & CS402

1'-878" 1'-878"

88.70°88 .70

9"9"

FACE OF

FOUNDATION

WALL, TYP.

.00

TYP.

T.O.F. ELEV.

SEE DWG. CI701

1' -6

2"x4" KEYWAY

APPROVED

STRUCTURAL

BACKFILL

FINISH

GRADE

5% TYP.

2" M

IN

CULTURED STONE VENEER

MORTAR IN PLACE AS SPECIFIED.

REINFORCED BACK CONC.

STEM WALL, SEE

STRUCTURAL DRAWINGS,

TYP.

VARIES.

SEE

ELEVATIONS

FINISH GRADE

(CONC. WALK)

DECORATIVE STONE

STRIP W/ UNDERDRAIN

7'

8"

2" X 8" CONT. KEYWAY

3'-1"2'-3"

6" 2"

6"

8"

6"

8"

EPDM MEMBRANE OVER

ENTIRE TOP OF PRECAST

UNITS, PIERS, & STEM WALL

2' -6

" M

IN

COMPACTED SUBGRADE

PROVIDE CEMETITIOUS DAMP

PROOFING ON BACK &

BOTTOM OF ALL LIMESTONE

BASE STONES. SEE SPEC.

6" FOOTING DRAIN

WRAPPED IN FILTER

SOCK, TYP.

DRAINAGE STONE WRAPPED

IN FILTER FABRIC, TYP.

1'

1/2"X5" S.S. PINS INSTALL

NON-SHRINK GROUT INTO

CONC. PIER AND LOOSE FIT

INTO CAP, (2) PINS PER CAP,

TYP.

GRAVEL

MOW STRIP

REINFORCED CONCRETE

FOUNDATION & FOOTING SEE

STRUCTURAL DRAWINGS, TYP;

CUT LIMESTONE

BASE STONE

8" JOINT

8"

CUT LIMESTONE COLUMBARIUM CAP.

SEE CI712 AND CI713 FOR DETAILS

CI711

CI705

2'-578"

7 8"

CI705

PROVIDE BITUMINOUS

DAMP PROOFING TO

FOOTING, TYP.

DIMPLED DRAINAGE

BOARD,TYP. ENSURE FULL

ADHESION TO WALL

SEE SPEC.

LIMESTONE BASE STONE

DECORATIVE STONE STRIP W/ UNDER DRAIN

8" SEALANT JOINT WITH BACKER ROD, TYP.

90.00°

2" THICK LIMESTONE FILLER STRIP, WIDTH

VARIES BY SECTION SEE TABLE ON CI701

5 NICHE HIGH PRE-CAST COLUMBARIUM UNIT

S.S. ANCHOR, TYP. SEE STRUCTURAL DETAILS

EXPANSION JOINT, TYP.

RECESSED WELD PLATE, TYP.

CI704

TY

P.

90.00°

2" CAVITY

TYP.

ALIGN

SINGLE SIDED COLUMBARIUM PIER

CI704

SINGLE SIDED COLUMBARIUM WALL

L

CL

CL

EQ.

WIDTH

VARIES BY

PIER

2'-4" TYP.2'-4" TYP.

EQ.

WIDTH

VARIES BY

PIER

1"

CA

VI

TY

TY

P.

1 8"

9"

LAYOUT POINT, TYP. SEE CS401 &CS402.

CI705

CI707

LC

PI

ER

CI704

2'-4"

LAYOUT POINT (FACE OF FOUNDATION

WALL), TYP. SEE CS401 &CS402.

1'-878" 1'-878"

CI705

FACE OF

FOUNDATION

WALL, TYP.

90.00°

87 8"

.89

2" M

IN

1" M

IN

1' -0

TY

P.

TOP OF

CONCRETE

ELEV.

VARIES. SEE

GRADING

PLAN

1'-0"

TYP.

6" PERFORATED HDPE

PIPE IN FILTER SOCK.

SEE DRAINAGE PLAN.

FILTER FABRIC

DECORATIVE STONE

SEE SPEC.

WEEPS 3'-0" O.C. WEEPS SHALL

BE EMBEDDED IN DRAINAGE

MAT, SEE SPECS., TYP.

MORTAR SOLID 2" ABOVE

DECORATIVE STONE, TYP.

8" SEALANT JOINT WITH

BACKER ROD, TYP.

FINISH GRADE (CONC.

PAVEMENT), TYP.2" TY

P.

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

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442 07/31/2020

SINGLE - SIDED

COLUMBARIUM DETAILS 2

CI705

KFSDLM

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

COLUMBARIUM - 5 NICHE HIGH SINGLE SIDED WALL - END PIER PLAN2

1" = 1'-0"

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

1" = 1'-0"

COLUMBARIUM - 5 NICHE HIGH SINGLE SIDED WALL - TYPICAL PIER PLAN3 1'0 6"3" 1" = 1'-0"

COLUMBARIUM - 5 NICHE HIGH SINGLE SIDED WALL - CENTER PIER PLAN4 1'0 6"3"

NTS

DECORATIVE STONE STRIP W/ UNDER DRAIN5

BASE STONE SETTING ENLARGEMENT6

LC

6"

CUT LIMESTONE

BASE STONE, TYP.

DECORATIVE

STONE STRIP W/

UNDERDRAIN

FINISH GRADE

(CONC. WALK)

6" 2"

3' -0

" M

IN

1'

-6

REINFORCED CONCRETE

FOUNDATION & FOOTING

SEE STRUCTURAL

DRAWINGS, TYP;

8" 8"

2"x8" KEYWAY

6"

CULTURED STONE

VENEER MORTAR

IN PLACE AS

SPECIFIED.

2"x8"X6" KEYWAY

COMPACTED SUBGRADE

PROVIDE CEMENTITIOUS

DAMP PROOFING ON BOTTOM

& BACK OF ALL LIMESTONE

BASE STONES. SEE SPEC.

1'-878" 1'-878"

8" JOINT

CUT LIMESTONE COLUMBARIUM CAP.

SEE CI712 AND CI713 FOR DETAILS

CI711

CI705

1/2"X5" S.S. PINS

INSTALL NON-SHRINK

GROUT INTO CONC

PIER. AND LOOSE FIT

INTO CAP, (2) PINS

PER CAP, TYP.

LC

PI

ER

2'-4" 2'-4"

T.O.F. ELEV.

SEE TABLE ON CI703

8", TYP.

7 8", TY

P.

CI705

PROVIDE BITUMINOUS

DAMP PROOFING TO

FOOTING, TYP.

7'

VA

RI

ES

T.O.F. ELEV.

LC

SEE TABLE ON CI703

7" 7"

RECESSED WELDPLATE, STAINLESS

STEEL, 14" MIN THICKNESS; PROVIDE

SHOP DRAWINGS.

GOVERNMENT PROVIDED

(CONTRACTOR INSTALLED)

NICHE COVER

NICHE COVER ATTACHMENT

CUT LIMESTONE BASE

STONE, TYP.

FINISH GRADE

(CONC. WALK)

7' 6"

2"

3' -0

" M

IN

1'

-6

REINFORCED CONCRETE

FOUNDATION & FOOTING

SEE STRUCTURAL

DRAWINGS, TYP; TOP OF

CONC. FOUNDATION

SURFACE TO BE STEEL

TROWEL FINISHED LEVEL

FOR SETTING

COLUMBARIUM UNITS

8" 8"

8", TYP.

2"x8" KEYWAY

DECORATIVE STONE

STRIP W/ UNDERDRAIN

FIELD DRILL HOLE IN

COLUMBARIUM NICHE

FLOOR TO ACCEPT 1/2"ØX6"

TYPE 304 S.S. PIN. PROVIDE

2 PER PRECAST UNIT;

PATCH WITH MORTAR,

FLUSH ON INSIDE, TYP.

EPDM MEMBRANE OVER

ENTIRE TOP OF PRECAST

UNITS AND PIERS

1/2"X5" S.S. PINS INSTALL NON-SHRINK

GROUT INTO TOP WEB AND LOOSE FIT INTO

CAP, (2) PINS PER CAP, TYP.

COMPACTED SUBGRADE

PROVIDE CEMETITIOUS DAMP

PROOFING ON BOTTOM & BACK

OF ALL LIMESTONE BASE STONES,

SEE SPEC.

CI707

CI707

8" JOINT

CUT LIMESTONE COLUMBARIUM CAP.

SEE CI712 AND CI713 FOR DETAILS

CI711

CI705

2'-4" 2'-4"

5 NICHE HIGH PRECAST CONC.

COLUMBARIUM NICHE UNIT (1/2" NOM.

SETTING GAP BETWEEN UNITS. SET

UNITS SO FACE TO FACE IS AS

INDICATED. CONTRACTOR SHALL

TAKE CARE DURING PLACEMENT OF

PRECAST CONC. COLUMBARIUM

UNITS SO AS TO AVOID DAMAGE

DURING INSTALLATION: SEE SPECS.

CI707

7 8", TY

P.

CI705

AIR CAVITY, TYP.

PROVIDE BITUMINOUS

DAMP PROOFING TO

FOOTING, TYP.

VA

RI

ES

LIMESTONE IDENTIFICATION PANEL, TYP.

(WHERE SHOWN IN ELEVATIONS).

PROVIDE 38" MASONRY JOINT ALL AROUND.

REINFORCED CONCRETE

FOUNDATION BELOW, TYP.

8" (+/- 116") JOINT BETWEEN CAPS

(TYP.); PROVIDE BACKER ROD

& SEALANT AT ALL EXPOSED

JOINTS

PRECAST COLUMBARIUM UNIT, TYP.

NICHE COVER, TYP.

LIMESTONE FILLER STRIP, TYP.

REINFORCED CONCRETE

MORTAR JOINT, TYP.

MORTAR SETTING BED, TYP.

CULTURED STONE VENEER, TYP.

CAP ABOVE, TYP.

2" C

AV

IT

Y, TY

P.1" CAVITY,

TYP.

2",TYP.

ALIGN FILLER

STRIP W/FACE OF

NICHE COVER, TYP.

8" SEALANT JOINT WITH BACKER ROD, TYP.

S.S. ANCHOR, SEE

STRUCTURAL

DETAILS TYP.

CI706

CI706

CI706

BASE STONE BELOW & FACE OF

FOUNDATION BELOW, TYP.

CI707

CI706

2'-4" 2'-4"

LAYOUT POINT, TYP. SEE

CS401 & CS402

LC

2"x8" KEYWAY

1'-0" TYP.

7"

S.S. ANCHOR,TYP.

CUT LIMESTONE

BASE STONE, TYP.

DECORATIVE

STONE STRIP W/

UNDERDRAIN

FINISH GRADE

(CONC. WALK)

6" 2"

3' -0

" M

IN

1'

-6

REINFORCED CONCRETE

FOUNDATION & FOOTING

SEE STRUCTURAL

DRAWINGS, TYP

8" 8"

2" M

IN

7"

2"x8"X6" KEYWAY

COMPACTED SUBGRADE

2" THICK LIMESTONE

FILLER STRIP, TYP.

1" CAVITY, TYP.

S.S. ANCHOR SEE

STRUCTURAL DETAILS.

S.S. ANCHOR SEE

STRUCTURAL DETAILS.

1'-8" 1'-8" lower anchor

8" JOINT

CUT LIMESTONE COLUMBARIUM CAP.

SEE CI712 AND CI713 FOR DETAILS

CI711

CI705

LC

W

AL

L

2'-4" 2'-4"

8", TYP.

7 8", TY

P.

T.O.F. ELEV.

SEE TABLE ON CI703

8" SEALANT JOINT WITH

BACKER ROD, TYP.

CI705

PROVIDE CEMENTITIOUS DAMP

PROOFING ON BOTTOM & BACK

OF ALL LIMESTONE BASE

STONES, TYP. SEE SPEC.

AIR CAVITY, TYP.

PROVIDE BITUMINOUS

DAMP PROOFING TO

FOOTING, TYP.

7'

VA

RI

ES

6" 21 2"

1' -9

2'-312"

21 2"

6" TEXT TO MATCH

EXISTING (TIMES NEW

ROMAN) ENGRAVED TO 3

4"

DEPTH, TYP.

6" 21 2"

4" 13

4"13 4"13

4"

CL

3 4"

TY

P.

PROVIDE CEMENTITIOUS

DAMP PROOF ON BACK

OF ALL LIMESTONE I.D.

PLAQUES; SEE SPECS.

21 2" 6"

21 2"

8"

1'-112"

1' -9

CL

6" 21 2"

R 3 4"

3 4"

TY

P.

4"6" TEXT TO MATCH

EXISTING (TIMES NEW

ROMAN) ENGRAVED TO 3

4"

DEPTH, TYP.

PROVIDE CEMENTITIOUS

DAMP PROOF ON BACK

OF ALL LIMESTONE I.D.

PLAQUES; SEE SPECS.

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

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442 07/31/2020

DOUBLE-SIDED

COLUMBARIUM DETAILS

CI706

KFSDLM

1" = 1'-0"

COLUMBARIUM - DOUBLE SIDED PIER SECTION1 1'0 6"3" 1" = 1'-0"

COLUMBARIUM - DOUBLE SIDED NICHE SECTION2 1'0 6"3"

1" = 1'-0"

COLUMBARIUM - DOUBLE SIDEDWALL/PIER SECTION4 1'0 6"3"

1" = 1'-0"

COLUMBARIUM - DOUBLE SIDED NICHE SECTION3 1'0 6"3"

1" = 1'-0"

DOUBLE-SIDED COLUMBARIUM I.D. PLAQUE LAYOUT5 1'0 6"3" 1" = 1'-0"

SINGLE-SIDED COLUMBARIUM I.D. PLAQUE LAYOUT6 1'0 6"3"

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

NOTES:

1. ALL EXPOSED CONCRETE (NICHE

FRONTS) SHALL BE GROUND OR

PATCHED SMOOTH; APPLY SACK

RUB FINISH PRIOR TO NICHE

COVER INSTALLATION. SEE

SPECS.

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.

5. JOINTS BETWEEN UNITS SHALL

NOT ALIGN WITH CAP JOINTS

ABOVE. CAPS, AS DESIGNED,

GOVERN.

CO

NC

. U

NI

T

CO

NC

. U

NI

T

PR

E-

CA

ST

FA

CE

O F

0' -11 2"

FR

O

NT

7' -0

" O

VE

RA

LL

H

EI

G

HT

1' -41 2"

℄ T O

1' -3

F

RO

NT

11 2"

F

RO

NT

1'-0"

℄ TO ℄

TYP.

0' -11 2"

F

RO

NT

0'-034"

CONDITION

@ END

0'-1012"

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL, 1

4" MIN.

THICKNESS; PROVIDE SHOP

DRAWINGS

NICHE COVER ATTACHMENT;

SEE

PRE-CAST CONC. COLUMBARIUM

UNIT: TYPICAL UNIT SHALL BE 5

NICHES HIGH

1'-0"

℄ TO ℄

TYP.

5 NICHE HIGH PRECAST CLOSED-CLOSED COLUMBARIUM UNIT

(ELEVATION)

8" JNT.

NUMBER OF NICHE COLUMNS VARIES. SEE ELEVATIONS.

CI707

0'-2" 1'-10"

1' -21 2"

AT

B

AC

K, TY

P. 1'-8" TYP. 0'

-11 2"

F

RO

NT

TY

P.

1' -3

F

RO

NT

TY

P.

FIELD DRILL HOLE

FOR 1/2" Ø S.S. PIN

(SEE INSTALLATION

DETAILS), TYP.

1/4"Ø HOLE

CAST-IN-PLACE

(TYP.)

5 NICHE HIGH PRECAST

COLUMBARIUM UNIT

(SECTION)

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'-1014"

@ JNT.

ONLY

0'-112"@

FRONT, TYP.

1' -1

0"

0'-10"

TYP.0'

-2

1' -8

5 NICHE HIGH PRECAST COLUMBARIUM UNIT

(PLAN)

BACKER ROD AND SEALANT ALL

JOINTS INSIDE NICHE UNITS, TYP.

NICHE JOINT (OPEN / CLOSE) JOINTS 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.

0'-134"

@ JNT.

ONLY

FIELD DRILL HOLES FOR

1/2" PINS, RECESS AND

EPOXY GROUT FLUSH

WITH INSIDE, TYP.

0'-1012"@

FRONT

TYP.

.0°

LAYOUT LINE

SECTION (TOP)

TOP OF WELD PLATE MATERIALS

SHALL BE FLUSH WITH CONCRETE

OR BELOW CONCRETE SURFACE

TOP OF NICHE

UNIT, TYP.

(1) 2" X 11" X 1/4" (DOUBLE-SIDED)

TOP S.S. WELD PLATE

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

CAST INTO PRE-CAST UNIT

4" STUBS

JOINT BETWEEN

PRE-CAST UNITS

1"

TYP.

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.)

CI707

3/4" Ø NEOPRENE

WASHER (TYP.),

BEHIND ROSETTE

ROSETTE &

SPANNER

HEAD BOLT

(TYP.)

CI707

V.A. PROVIDED

NICHE COVERS W/

PRE-DRILLED 3/8" Ø

HOLES TO ACCEPT

ROSETTE & BOLT;

CONTRACTOR

INSTALLED

TYP.

CONDITION AT

BOTTOM OF

PRECAST UNIT

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

EXPANSION BOLT, LOCK

WASHER & HEX NUT (TYP.)

1/4" Ø HOLE CAST-IN-PLACE

1/

4"

TY

P.

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"

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 WASHER

10-24 X 1 3/4" LENGTH STAINLESS

STEEL TAMPER-PROOF BOLT,

(SPANNER DRILLED TWO HOLE)

BUTTON HEAD

FRONT ELEV. SECTION

SINGLE-SIDED COLUMBARIUM WALL

PLAN (TOP)

NICHE WALL,

(BELOW) TYP.

PRE-CAST NICHE UNIT,

TYP.

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

WELD PLATE, TYP.

(2) 3"X6"X1/4" S.S. WELD

PLATES CAST INTO

PRECAST NICHE UNITS, TYP.

MATCH CIP WELD PLATE AND

TOP. SECURE PRECAST NICHE

UNITS TO CIP STEM WALL AT

WELD PLATE

PRE-CAST NICHE UNIT

BACK, TYP.

PRE-CAST NICHE

UNIT FRONT, TYP.

RETAINING WALL STEM

(1) 3"X12"X1/4" S.S. WELD

PLATES CAST INTO

RETAINING WALL STEM, TYP.

SINGLE-SIDED COLUMBARIUM AT

PIER PLAN (TOP)

NICHE WALL,

(BELOW) TYP.

PRE-CAST NICHE UNIT,

TYP.

(1) 3"X4"X1/4" TOP S.S.

WELD PLATE, TYP.

(2) 3"X6"X1/4" S.S. WELD

PLATES CAST INTO

PRECAST NICHE UNIT AND

STEM WALL, TYP.

MATCH CIP WELD PLATE AND

TOP. SECURE PRECAST NICHE

UNITS TO CIP STEM WALL AT

WELD PLATE

PRE-CAST NICHE UNIT

BACK, TYP.

PRE-CAST NICHE

UNIT FRONT, TYP.

RETAINING WALL

STEM

PIER

1/

4"

TY

P.

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

CO

NC

. U

NI

T

PR

E-

CA

ST

CO

NC

. U

NI

T

PR

E-

CA

ST

FA

CE

O F

0' -11 2"

FR

O

NT

O

VE

RA

LL

H

EI

G

HT

1' -41 2"

℄ T O

1' -3

F

RO

NT

0'

-11 2"

F

RO

NT

1'-0"

℄ TO ℄

TYP.

0' -11 2"

F

RO

NT

4"

CONDITION

@ END

0'-1012"

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL, 1/4" MIN.

THICKNESS; PROVIDE SHOP DRAWINGS

NICHE COVER ATTACHMENT;

SEE

PRE-CAST CONC. COLUMBARIUM UNIT:

TYPICAL UNIT SHALL BE 5 NICHES HIGH 1'-0"

℄ TO ℄

TYP.

5 NICHE HIGH PRECAST CLOSED-OPEN COLUMBARIUM UNIT

(ELEVATION)

8" JNT.

NICHE JOINT (OPEN / CLOSE) JOINTS

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.

CI707

NUMBER OF NICHE COLUMNS VARIES. SEE ELEVATIONS.

DOUBLE-SIDED COLUMBARIUM WALL

PLAN (TOP)

DOUBLE-SIDED COLUMBARIUM WALL

TO PIER PLAN (TOP)

FINISHED INSTALLATION SHALL BE

FLUSH WITH CONCRETE OR

RECESSED TO NOT BE IN CONTACT

WITH CAPS.

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

S.S. WELD PLATE

NICHE WALL

(BELOW)

PRE-CAST NICHE

UNIT

EDGE OF

CONC. PIER

CORE

EDGE OF

PRE-CAST

NICHE UNIT

(1)3" X 9" X 14" S.S.

TOP WELD PLATE

(4) 3"X6"X1/4" S.S. WELD

PLATES CAST INTO

PRECAST NICHE UNITS,

TYP.

(1) 6"X6"X1/4" S.S. WELD

PLATES CAST INTO PIER,

TYP.

(2) 3"X6"X1/4" S.S. WELD PLATES

CAST INTO PRECAST UNIT, 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

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442 07/31/2020

COLUMBARIUM NICHE DETAILS

CI707

KFSDLM

NTS

PRECAST COLUMBARIUM NICHE UNITS (5 HIGH) PLAN, SECTIONS, AND ELEVATION1

NTS

WELD PLATE DETAILS5

NTS

NICHE COVER ATTACHMENT2

NTS

MOUNTING BRACKET3 NTS

ROSETTES4

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

L

10"

TYP.

13 4"M

AX

TY

P.

10"

TYP.

10"

TYP.

13 4"M

AX

TY

P.

10"

TYP.

TOP OF PRE-CAST COLUMBARIUM UNIT, TYP.

NICHE COVER, TYP.

CAP SHIMS, TYP.

CAP ABOVE, TYP.

CAP JOINT ABOVE, CENTERED ON ℄ OF

NICHE WEBBING, TYP.

BLOB OF QUICK SETTING GROUT TO

PROVIDE INTERMEDIATE SUPPORT OF

CAPS BETWEEN SHIMS. LOCATE ABOVE

VERTICAL WEB OF PRECAST UNIT

BELOW. MAXIMUM SPACING OF OF CAP

SUPPORT (SHIMS OR GROUT) SHALL BE

1'-0" MAX.

NICHE WEBBING BELOW, TYP.

FIELD DRILLED HOLE (FOUR (4) HOLES

AND FOUR (4) PINS PER CAP SEGMENT)

TO RECEIVE S.S. PIN (DRILLED AFTER

CAPS HAVE BEEN SET); TYP.

SEALANT & BACKER ROD JOINT ON TOP,

TYP.

CONCRETE PIER STEM

RECESSED WELD PLATES; SEE

WELD PLATE ENLARGEMENTS,

TYP.

BACKER ROD & SEALANT; CONTINUOUS AT ALL

EXPOSED JOINTS. SEALANT JOINT DEPTH SHALL BE

PER MANUFACTURER'S RECOMMENDATIONS, TYP.

PLASTIC SHIMS; 4 LOCATIONS EACH

CAP. 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 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)

0'-3/4"

RECESSED 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

CI708

3/8"

3 8"

℄ O F

W

EB

O R

NI

CH

E

JO

IN

T

CAP

3/4" WIDE 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; ALL SHIMS TO OCCUR

OVER FULL, UNJOINTED PRECAST COLUMBARIUM

WEB

CAULK 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 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. ALIGN VERTICAL BASE STONE JOINTS WITH

VERTICAL CAP STONE JOINTS. 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 CAULKING.

EPDM MEMBRANE (45 MIL)

OVER ENTIRE TOP OF

PRECAST UNITS & PIERS

10"

TYP.

13 4"

TY

P.

10"

TYP. 13 4"

TY

P.

RECESSED WELD PLATE; SEE

WELD PLATE ENLARGEMENT, TYP.

TOP OF PRE-CAST COLUMBARIUM UNIT, TYP.

NICHE COVER, TYP.

CAP ABOVE, TYP.

CAP JOINT ABOVE, CENTERED ON ℄ OF

NICHE WEBBING, TYP.

BLOB OF QUICK SETTING GROUT TO

PROVIDE INTERMEDIATE SUPPORT OF

CAPS BETWEEN SHIMS. LOCATE ABOVE

VERTICAL WEB OF PRECAST UNIT

BELOW. MAXIMUM SPACING OF OF CAP

SUPPORT (SHIMS OR GROUT) SHALL BE

1'-0" MAX.

NICHE WEBBING BELOW, TYP.

FIELD DRILLED HOLE (FOUR (4) HOLES

AND FOUR (4) PINS PER CAP SEGMENT)

TO RECEIVE S.S. PIN (DRILLED AFTER

CAPS HAVE BEEN SET); TYP.

TOP OF REINFORCED CONCRETE RETAINING

WALL, TYP.

CAP SHIMS, TYP.

SINGLE SIDED

COLUMBARIUM

PIER

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

OAKLAND COUNTY, MICHIGAN

923PC2006

JULY 31, 2020

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 238

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442 07/31/2020

COLUMBARIUM CAP SETTING DETAILS

CI708

KFSDLM 112

NTS

CAP SETTING DETAIL - SECTION VIEW3

NTS

DOUBLE-SIDED COLUMBARIUM CAP SETTING DETAIL - PLAN VIEW2

NTS

CAP SETTING DETAIL - ELEVATION4

SINGLE-SIDED COLUMBARIUM CAP SETTING DETAIL - PLAN VIEW1

MIRROR LINE

A B C

D E

F G

BQ

BR BR

BS

BQ

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BS

BR BR

G G G G G H I

J

K G G G G G G L M

N

O G G G G G G P Q

R

S G G G G G T

U V

GW G G G G X

Y Z

AA G G G G G AB

AC AD

AE G G G G G AF

AG AH

AI AJ AJ AJ…