36C10F19R0010-0004045.pdf

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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

MAY 10, 2019

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

BID DOCUMENTS SUBMISSION

BID 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

05/10/2019

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

NTS

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

MAY 10, 2019

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

BID DOCUMENTS SUBMISSION

BID 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

05/10/2019

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"

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