36C10F19R0010-0004049.pdf

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

.00 ° 90.00°

90.00° 90 .00

3'-812"

1'-10 12 " 1'-10 12 "

3'-812"

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00° 90 .00

.00 ° 90.00°

2'-115 16"

1'-10 12 " 1'-10 12 "

2'-115 16"

U WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

.00 °85.90°

.11 ° 90.00°1'-10 12 "

3'-334"±

1'-10 12 "

3'-012"±

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

.00

90.00° 90.00°

1'-10 12 " 1'-10 12 "

4'-07 16"±

3'-1112"±

91.21°

.80

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.61°

.39

1'-10 12 " 1'-10 12 "

4'-07 16"±

3'-115 16"±

90.00°

.00

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00° .00

1'-10 12 " 1'-10 12 "

4'-018"±

3'-113 16"±

91.17°

.83

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

.42

88.59°

1'-10 12 " 1'-10 12 "

4'-21 16"±

4'-015 16"±

90.00°

.00

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00°

.00

1'-10 12 " 1'-10 12 "

4'-21 16"±

4'-13 16"±

.89

91.11°

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.52°

.48

1'-10 12 " 1'-10 12 "

4'-37 16"±

4'-214"±

90.00° .00

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00°

.00

1'-10 12 " 1'-10 12 "

4'-338"±

4'-29 16"±

91.05°

.95

WASH

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.46°

.54

1'-10 12 " 1'-10 12 "

2'-1118"±

2'-915 16"±

90.00°

.00

WASH

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00°

.00

1'-10 12 " 1'-10 12 "

2'-111 16"±

2'-105 16"±

90.98°

.02

WASH

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.39°

.61

1'-10 12 " 1'-10 12 "

3'-114"±

3'-0"±

90.00°

.00

WASH

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.90.00°

.00

1'-10 12 " 1'-10 12 "

3'-118"±

3'-07 16"±

90.92°

.08

WASH

WASH

ARRIS

LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

88.33°

.67

1'-10 12 " 1'-10 12 "

3'-218"±

3'-013 16"±

90.00°

.00

WASH

WASH

ARRIS LINE, TYP.

CENTERLINE OF

CONTIUNUOUS

CUT DRIP SLOT

(UNDERSIDE OF

CAP), TYP. ALL

OVERHANGS.

90.00° .00

1'-10 12 " 1'-10 12 "

5'-4"±

3'-1115 16"±

70.35°

.65

6" 2"

2'-412"

2"

CENTERLINE OF

CONTIUNUOUS CUT DRIP

SLOT (UNDERSIDE OF CAP),

TYP. ALL OVERHANGS.

WASH

WASH WASH

90.00°

.00

.00 ° 90.00°

5'

2'-4 12 "

41 2"

CI715

WASHWASH

3'-0 916 "±

2'-6"

CENTERLINE OF

CONTIUNUOUS CUT DRIP

SLOT (UNDERSIDE OF CAP),

TYP. ALL OVERHANGS.

90.00°

.00

90.00°

.00

CI715

2'-6"

WASHWASH

2'-6"

2'-11 58 "

CENTERLINE OF

CONTIUNUOUS CUT DRIP

SLOT (UNDERSIDE OF CAP),

TYP. ALL OVERHANGS.

90.00° 90 .00

.00 ° 90.00°

2'-6"

6" 2"

2'-6" 2'-6"

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

NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE S1 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE T2 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE U3 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE V4 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE W5

NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE X6 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE Y7 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE Z8 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AA9 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AB10

NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AC11 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AD12 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AE13 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AF14 NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AG15

NTS

SINGLE-SIDED COLUMBARIUM CAPSTONE - TYPE AH16

NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE PROFILE, TYP.17

NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE - TYPE AI19 NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE - TYPE AJ20 NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE - TYPE AK21NTS

DOUBLE-SIDED COLUMBARIUM CAPSTONE PROFILE, TYP.18

CAPSTONE DETAILS 2

CI715

KFSDLM 119

4,5

CI750

CI751

6,7

CI750

CI751 1,2

CI751

CI751

8" JNT,

TYP.

3 8" J

NT

TY

P.

±2 '-7

3 4"

NEW MORTAR TO MATCH EXISTING

NOTES:

1. CHIPPED OR DAMAGED EXISTING

STONES SHALL REQUIRE BORAL

CULTURED STONE MASONRY

COSMETICS EXPERT FOR REPAIRS:

RICK CONNER (419) 295-0134.

A E

F

T

K

N

M

CUT STONE DAKOTA MAHOGANY

GRANITE PANEL. POLISH FINISH.

18" Ø SCRIPTED BAS RELIEF ALUMINUM

SERVICE EMBLEMS INSTALLED IN THE

FOLLOWING ORDER LEFT TO RIGHT WHEN

FACING WALL: ARMY, MARINE CORPS,

NAVY, AIR FORCE, & COAST GUARD

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275Z STAINLESS STEEL

ANCHOR, TYP.

ALUMINUM THREADED STUDS, TYP.1'

-1

0"

CL

10'-8"

1'-2" 2'-1" 2'-1" 2'-1" 2'-1" 1'-2"

6'-2" 6'-2"

12'-4" V.I.F.

SALVAGED MANUFACTURED STONE, TYP.

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275U STAINLESS

STEEL ANCHOR, TYP.

AR AS AT AU AV AW

AX AY

AZ BA

BB BC

CAREFULLY REMOVE AND SALVAGE

EXISTING MANUFACTURED STONE, TYP.

SAW-CUT EXISTING MANUFACTURED

STONE, REMOVE AND SALVAGE REMAINING

MANUFACTURED STONE, TYP.

8" TYP.

3 8" T

YP

±2 '-7

3 4" LOCATION OF NEW GRANITE PANEL

REMOVE MORTAR AS REQUIRED

NOTES:

1. PERFORM MORTAR MOCK-UP WITHIN

AREA OF NEW PANEL TO

DEMONSTRATE COMPATIBILITY OF

COLOR AND TEXTURE FOR NEW

MORTAR.

2. CHIPPED OR DAMAGED EXISTING

STONES SHALL REQUIRE BORAL

CULTURED STONE MASONRY

COSMETICS EXPERT FOR REPAIRS:

RICK CONNER (419) 295-0134.

A

B

C

D

E

F

G

H

I L

J

K

M

N

Q

P

O

R

S

T

CL

AR AS

AT

AU AV

AW AX

AY

AZ BA

BB

BC

AE

AD

AL

X

AN

S

±2 '-7

3 4"

3 8" J

NT

TY

P.

8" JNT.,

TYP.

CL

6'-2" 6'-2"

12'-4" V.I.F.

NEW MORTAR TO MATCH EXISTING

NOTES:

1. CHIPPED OR DAMAGED EXISTING

STONES SHALL REQUIRE BORAL

CULTURED STONE MASONRY

COSMETICS EXPERT FOR REPAIRS:

RICK CONNER (419) 295-0134.

18" Ø SCRIPTED BAS RELIEF ALUMINUM

SERVICE EMBLEMS INSTALLED IN THE

FOLLOWING ORDER LEFT TO RIGHT WHEN

FACING WALL: ARMY, MARINE CORPS,

NAVY, AIR FORCE, & COAST GUARD

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275Z STAINLESS STEEL

ANCHOR, TYP.

ALUMINUM THREADED STUDS, TYP.

CUT STONE DAKOTA MAHOGANY

GRANITE PANEL. POLISH FINISH.

SALVAGED MANUFACTURED STONE, TYP.

1' -1

0"

10'-8"

1'-2" 2'-1" 2'-1" 2'-1" 2'-1" 1'-2"

BASIS OF DESIGN HECKMANN BUILDING

PRODUCTS, INC. #275U STAINLESS STEEL

ANCHOR, TYP.

BD BE

BF

BG

BH

BI BJ BK BL BM BN BO BP BQ

CAREFULLY REMOVE AND SALVAGE

EXISTING MANUFACTURED STONE, TYP.

SAW-CUT EXISTING MANUFACTURED

STONE, REMOVE AND SALVAGE REMAINING

MANUFACTURED STONE, TYP.

LOCATION OF NEW GRANITE PANEL

REMOVE MORTAR AS REQURIED

U

V

W

X

Y

Z

AA

AB

AD

AC

AF

AE

AG

AH

AI

AJ

AK

AL

AM

AO

AN

AP

AQ

3 8" T

YP

8" TYP.

NOTES:

1. PERFORM MORTAR MOCK-UP WITHIN

AREA OF NEW PANEL TO

DEMONSTRATE COMPATIBILITY OF

COLOR AND TEXTURE FOR NEW

MORTAR.

2. CHIPPED OR DAMAGED EXISTING

STONES SHALL REQUIRE BORAL

CULTURED STONE MASONRY

COSMETICS EXPERT FOR REPAIRS:

RICK CONNER (419) 295-0134.

±2 '-7

3 4"

CL

BD

BE

BF

BG

BH

BI BJ BK BL BM BN BO BP BQ

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

COMMITTAL SERVICE SHELTER

SERVICE EMBLEM DETAILS

CI750

KEY MAP

1" = 20'-0"

COMMITTAL SERVICE SHELTER 11 5 10 200

NORTH

1" = 20'-0"

COMMITTAL SERVICE SHELTER 22 5 10 200

NORTH

1" = 10'-0"

COLUMBARIUM COMMITTAL SERVICE SHELTER 3 52 100

NORTH

1" = 1'-0"

WALL ELEVATION COMMITTAL SERVICE SHELTER 15 1'0 6"3"

DLM JDB

COMMITTAL SERVICE

SHELTER 1

COMMITTAL

SERVICE SHELTER 2

COLUMBARIUM

COMMITTAL

SERVICE SHELTER

NORTH

1" = 1'-0"

DEMOLITION ELEVATION COMMITTAL SERVICE SHELTER 14 1'0 6"3"

1" = 1'-0"

WALL ELEVATION COMMITTAL SERVICE SHELTER 27 1'0 6"3"

1" = 1'-0"

DEMOLITION ELEVATION COMMITTAL SERVICE SHELTER 26 1'0 6"3"

AutoCAD SHX Text

EX.

AutoCAD SHX Text

GS

AutoCAD SHX Text

MATCH