36C10F19R0010-0004046.pdf

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

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 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

AutoCAD SHX Text 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

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 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

NTS

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 AJ AJ AJ AJ AJ AJ AJ AJ AJ AK

AL

D

D

D

D

D D

D D

TYPICAL DOUBLE-SIDED

COLUMBARIUM

BASE STONE TYPE,

TYP. SEE CI711

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

BASE STONE LOCATION PLAN 1

CI709

KFSDLM

KEY MAP

M

AT

CH

LI

NE

S

EE

B

AS

E

ST

O

NE

L

O

CA

TI

O

N

PL

AN

SH

EE

T

CI

NOTES

1. SEE CI711FOR BASE STONE DETAILS

LEGEND

BENCH

FLOWER WATERING STATION

LAWN PANEL

COLUMBARIUM SIGN

CS709

M

AT

CH

LI

NE

S

EE

B

AS

E

ST

O

NE

L

O

CA

TI

O

N

PL

AN

SH

EE

T

CI