36C10F19R0010-0004044.pdf

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

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 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

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

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

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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

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 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"