08_106-120_851PC2048_HNC_BD_Plans.pdf

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F R

O N

T

O

V E

R A

L L

H

E I G

H T

1 2

℄ T O

F

R O

N T

1'-0"

℄ TO ℄

TYP.

1 2

F

R O

N T

0'-0

CONDITION

@ END

NOTES:

1. ALL EXPOSED CONCRETE (NICHE

FRONTS) SHALL BE GROUND OR PATCHED

SMOOTH; APPLY COLOR COAT AS

SPECIFIED PRIOR TO NICHE COVER

INSTALLATION.

2. RECESSED WELD PLATES SIZE, NUMBER

& ATTACHMENT LOCATION SHALL BE AS

PER MANUFACTURER'S

RECOMMENDATION. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

0'-10

(2) RECESSED WELDPLATES AT EA.

JOINT; STAINLESS STEEL,

" 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.

8, 9, OR 10 NICHE WIDE, 5 NICHE HIGH

PRECAST COLUMBARIUM UNIT

(ELEVATION)

" JNT.

1 2

F R

O N

T

CI707

FACE OF PRECAST

CONC. UNIT

0'-2"

1'-10"

1 2

A T

B

A C

K

T Y

P

1'-8" TYP.

1 2

F

R O

N T

T Y

P

F

R O

N T

T Y

P

FIELD DRILL HOLE

FOR

" Ø S.S. PIN

(SEE INSTALLATION

DETAILS), TYP.

"Ø HOLE

CAST-IN-PLACE

(TYP.)

5 NICHE HIGH PRECAST

COLUMBARIUM UNIT

(SECTION)

RECESSED WELDPLATE, TYP.

ALIGN WEB CENTERLINES ON BACK TO

BACK NICHE UNITS. (TYP.)

0'-10

@FRONT

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

"Ø HOLE

CAST-IN-PLACE (TYP.)

0'-1

0'-1

@ BACK

0'-2"

@ BACK,

TYP.

0'-0

1'-0"

℄ TO ℄

TYP.

0'-1

FRONT, TYP.

8, 9, OR 10 NICHE WIDE, 5 NICHE HIGH

PRECAST COLUMBARIUM UNIT

(PLAN)

BACKER ROD AND SEALANT ALL

JOINTS INSIDE NICHE UNITS, TYP.

0'-10"

TYP.

CI707

0'-0

JOINT, TYP.

T Y

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

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" DIA. HOLE, CAST-IN-PLACE, TYP.

MOUNTING BRACKET, TYP.

3/4" DIA. NEOPRENE WASHER,

TYP. BEHIND ROSETTE

ROSETTE & SPANNER HEAD

BOLT, TYP.

NICHE COVER W/ PRE-DRILLED

3/8" DIA. HOLES TO ACCEPT

ROSETTE & BOLT

CI707

CI707

T Y

P

TYP. CONDITION AT BOTTOM OF

PRECAST UNIT

1/4" X 1 3/4" S.S EXPANSION BOLT,

LOCK WASHER, & HEX NUT, TYP.

1/4" DIA. HOLE CAST-IN-PLACE

PLAN VIEW

SIDE VIEW FRONT VIEW

1 1/2"

1" 1/2"

1 1/4"

1 1/4"

3/4"1/4"

STAINLESS STEEL

THREADED SPRING-CLIP TO

RECEIVE ROSETTE BOLT

5/16" X 3/4" SLOTS

3/32" THICK STAMPED

STAINLESS STEEL

ANGLE W/ (2) SLOTS

FRONT ELEV.

D I A

SECTION

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

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

SECTION (TOP)

AT NICHE UNITS AND CIP

STEM WALL

TOP WELD PLATE SHALL

BE FLUSH WITH

CONCRETE OR BELOW

CONCRETE SURFACE

TOP OF NICHE UNIT

OR CIP PIER, TYP.

(1) 3" X 9" X 1/4" TOP S.S. WELD PLATE.

CONTROLLED WELDING SHALL BE

USED TO PREVENT OVERHEATING

AND CRACKING OF CONCRETE

2"X6"X1/4" S.S. WELD

PLATE CAST INTO

PRE-CAST UNIT

4" STUBS, MIN.

JOINT BETWEEN PRE-CAST

NICHE UNITS OR NICHE UNIT

AND CIP STEM WALL

DOUBLE-SIDED COLUMBARIUM WALL

PLAN (TOP)

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

S.S. WELD PLATE,

TYP.

UNDERNEATH

NICHE WALL, TYP.

PRE-CAST NICHE UNIT,

TYP.

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

PLATES CAST INTO

PRECAST NICHE UNITS,

TYP.

'CLOSED' END OF

PRE-CAST NICHE

UNIT FRONT, TYP.

PRE-CAST NICHE

UNIT BACK, TYP.

DOUBLE-SIDED COLUMBARIUM AT

PIER PLAN (TOP)

UNDERNEATH

NICHE WALL, TYP.

PRE-CAST NICHE UNIT,

TYP.

'CLOSED' END OF

PRE-CAST NICHE

UNIT FRONT, TYP.

PRE-CAST NICHE

UNIT BACK, TYP.

'OPEN' END OF

PRE-CAST NICHE

UNIT FRONT, 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.

(1) 4-1/2"X6"X1/4" S.S.

WELD PLATES CAST

INTO CIP PIER, TYP.

CIP PIER

EDGE OF CIP PIER, TYP.

2"X6"X1/4" S.S. WELD

PLATE CAST INTO

PRE-CAST UNIT OR

4-1/2"X6"X1/4"

S.S. WELD PLATES

CAST INTO CIP PIER

PROVIDE COORDINATION

DRAWINGS AS SUBMITTAL

S a v e

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI707

COLUMBARIUM WALL

DETAILS 2

Scale: NTS

CLOSED / CLOSED PRECAST COLUMBARIUM NICHE UNIT

Scale: NTS

COLUMBARIUM NICHE COVER ATTACHMENT DETAIL

Scale: NTS

ROSETTE DETAIL

Scale: NTS

MOUNTING BRACKET

4 Scale: NTS

WELD PLATE DETAILS

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

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.

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

CI707

3/8"

3 8

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

EPDM MEMBRANE (45

MIL) OVER ENTIRE

TOP OF PRECAST

UNITS & PIERS

CI708

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.

6'-2"

ARRIS LINE

C.L. CONTINUOUS DRIP

SLOT UNDERSIDE CAP

1'-10" 1'-3" 1'-3" 1'-10"

CI708

W A

S H

W A

S H

WASH

WASH

CI708

ARRIS LINE

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

3'-1

W

A

S

H

W

A

S

H

W

A

S

H

W

A

S

H

W A

S H

CI708

CI708

1'-10" 1'-10"

3'-8"

5 8

VARIES

EQUAL EQUAL

5 8

2'-3"

4'-6"

2'-3"

5 8

3'-11

W A

S H

W A

S H

ARRIS LINE

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

CI708

CI708

W A

S H

4'-1

W A

S H

ARRIS LINE

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

CI708

CI708

2'-11

ARRIS LINE

W A

S H

W A

S H

CI708

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

CI708

3'-1

ARRIS LINE

W A

S H

W A

S H

CI708

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

CI708

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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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI708

COLUMBARIUM WALL

DETAILS 3

Scale: 3"=1'-0"

COLUMBARIUM CAP ATTACHMENT DETAIL

Scale: 6"=1'-0"

COLUMBARIUM CAP SETTING DETAIL

Scale: 3/4" = 1'-0"

COLUMBARIUM CAP TYPE A

Scale: 3/4" = 1'-0"

COLUMBARIUM CAP TYPE B

Scale: 1" = 1'-0"

COLUMBARIUM CAP TYPE A SECTION

Scale: 1" = 1'-0"

COLUMBARIUM CAP TYPE B SECTION

Scale: 1" = 1'-0"

COLUMBARIUM CAP SECTION CAPS C-F

Scale: 3/4" = 1'-0"

COLUMBARIUM CAP TYPE C

Scale: 3/4" = 1'-0"

WALL CAP TYPE D

Scale: 3/4" = 1'-0"

WALL CAP TYPE E

Scale: 3/4" = 1'-0"

WALL CAP TYPE F

Scale: NTS

CAP DRIP SLOT DETAIL

NOTES:

1. ALL CAPS ARE STANDARD BUFF LIMESTONE

2. ALL CAPS SMOOTH FINISH ALL VISIBLE FACES.

NON-VISIBLE FACES MAY BE SAWN FINISH.

3. CAP PIECES THAT DO NOT MEET

REQUIREMENTS SHALL BE REJECTED AT

CONTRACTOR'S EXPENSE.

4. ALL CAPS ARE CUT STONE. SEE CUT STONE

ASSEMBLIES SPECIFICATION SECTION 04 40 10.

C-189

1'-3"

A

A'

5" HT. RAISED LETTER, FONT

TO BE TIMES NEW ROMAN,

POLISHED FINISH; CENTER

TEXT W/IN PLAQUE

1/4" RAISED BORDER

CAST BRONZE PLAQUE;

MATTE FINISH; FINISH

AND MATERIAL TO MATCH

EXISTING PHASE 4

COLUMBARIUM ,TYP.

TYP.

1 2

T Y

P

(4) THREADED BOSSES

TO RECEIVE 3/8"

STUDS, TYP.

CI709

STUCCO PIER WALL

3/8" Ø BRONZE THREADED

MOUNTING STUD WITH

SPACERS, TYP.

MASTIC (EPOXY MODIFIED

CEMENTITIOUS GROUT)

FIELD DRILLED HOLE BASED ON

MANUFACTURER RECOMMENDATION,

R.E. APPROVED TEMPLATE TO

ACCEPT MOUNTING STUD, HOLE TO

BE 1/4" MIN. LARGER DIA. @ 1/4"

DEEPER THAN MOUNTING STUD

1 2

CONTINUOUS 3/8" BACKER ROD

AND SEALANT JOINT AROUND

PLAQUE, RECESS JOINT 1/4"

CAST BRONZE PLAQUE, SEE

ELEVATION FOR LOCATION,

OFFSET PLAQUE WITH 3/8"

SPACERS

TYP.

1 2

T Y

P

(4) THREADED BOSSES

TO RECEIVE 3/8"

STUDS, TYP.

CI709

MW-17

1 2

1 2

1'-4"

A

A'

4" HT. RAISED LETTER, FONT

TO BE TIMES NEW ROAMAN,

POLISHED FINISH; CENTER

TEXT W/IN PLAQUE

1/4" RAISED BORDER

CAST BRONZE PLAQUE;

MATTE FINISH; FINISH

AND MATERIAL TO MATCH

EXISTING,TYP.

A2

D

I A

T Y

P

1" HT. RAISED LETTER OR

NUMBER, FONT TO BE TIMES

NEW ROAMAN, POLISHED

FINISH; CENTER TEXT W/IN

PLAQUE

1/8" RAISED BORDER

CAST BRONZE PLAQUE;

MATTE FINISH; FINISH

AND MATERIAL TO MATCH

EXISTING,TYP.

1/8" BORDER

ALL AROUND,

TYP.

A

A'

COLUMBARIUM CAP FACE

OR STUCCO FINISH

THREADED MOUNTING

STUD (1) PER CASTING, TYP.

MASTIC (EPOXY MODIFIED

CEMENTITIOUS GROUT)

FIELD DRILLED HOLE BASED ON

MANUFACTURER PROVIDED, R.E. APPROVED

TEMPLATE TO ACCEPT MOUNTING STUD, HOLE

TO BE 1/4" MIN. LARGER DIA. @ 1/4" DEEPER

THAN MOUNTING STUD TO ALLOW FOR MASTIC.

PLAQUES TO BE ATTACHED TO STUCCO SHALL

HAVE A MOUNTING STUD 1/2" LONGER THAN

THOSE ATTACHED TO PIER CAPS

CAST METAL PLAQUE

ANCHORED AS SHOWN;

PROVIDE SHOP DRAWINGS &

SAMPLES FOR APPROVAL

BY R.E.

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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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI709

COLUMBARIUM WALL

DETAILS 4

Scale: 3"=1'-0"

COLUMBARIUM IDENTIFICATION PLAQUE

Scale: 3"=1'-0"

MEMORIAL WALL IDENTIFICATION PLAQUE

Scale: 1'-0" =1'-0"

COLUMBARIUM IDENTIFICATION PLAQUE ATTACHMENT

Scale: NTS

ROW AND COLUMN TEXT PLAQUE

CAP

TYPE C

CAP

TYPE

E

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE A

CAP

TYPE B

CAP

TYPE B

CAP

TYPE A

VERIFY ALL END CONDITIONS

PRIOR TO CAP FABRICATION TO

ENSURE ACCURATE FIT, TYP.

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE

E

CAP

TYPE C

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE A

CAP

TYPE B

CAP

TYPE B

CAP

TYPE A

VERIFY ALL END CONDITIONS

PRIOR TO CAP FABRICATION TO

ENSURE ACCURATE FIT, TYP.

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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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI710

COLUMBARIUM WALL CAP

PLANS 1

Scale: NTS

COLUMBARIUM WALL C-18 CAP PLAN

Scale: NTS

COLUMBARIUM WALL C-19 CAP PLAN

WALL KEY

WALL KEY

NOTES:

1. CAP TYPE A, SEE DETAIL 1, SHEET CI708

2. CAP TYPE B, SEE DETAIL 3, SHEET CI708

3. CAP TYPES C-F, SEE DETAILS 5-8 SHEET CI708

4. ALL CAPS ARE STANDARD BUFF LIMESTONE

5. ALL CAPS SMOOTH FINISH ALL VISIBLE FACES.

NON-VISIBLE FACES MAY BE SAWN FINISH.

6. CAP PIECES THAT DO NOT MEET

REQUIREMENTS SHALL BE REJECTED AT

CONTRACTOR'S EXPENSE.

7. ALL CAPS ARE CUT STONE. SEE CUT STONE

ASSEMBLIES SPECIFICATION SECTION 04 40 10.

WALL C-18

WALL C-19

AutoCAD SHX Text E

TYPE C

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

WALL

CAP

TYPE A

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE

F

CAP

TYPE A

CAP

TYPE B

CAP

TYPE B

CAP

TYPE A

VERIFY ALL END CONDITIONS

PRIOR TO CAP FABRICATION TO

ENSURE ACCURATE FIT, TYP.

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE A

CAP

TYPE B

CAP

TYPE A

VERIFY ALL END CONDITIONS

PRIOR TO CAP FABRICATION TO

ENSURE ACCURATE FIT, TYP.

S a t

A

M

F i m

P r o j

H o u s t o n

N a t i o n a l

C e m e t e r y

P h

V A

C F

M I D

I Q

N A

T C

E M

C A

D

C I

C

T d w g

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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI711

COLUMBARIUM WALL CAP

PLANS 2

Scale: NTS

COLUMBARIUM WALL C-20 CAP PLAN

Scale: NTS

COLUMBARIUM WALL C-21 CAP PLAN

WALL KEY

WALL KEY

NOTES:

1. SEE NOTES ON CI710.

WALL C-20

WALL C-21

AutoCAD SHX Text E

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE

E CAP

TYPE

E

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE D

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

WALL

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE

F

CAP

TYPE

F

CAP

TYPE

F

CAP

TYPE

F

CAP

TYPE A

CAP

TYPE B

CAP

TYPE B

CAP

TYPE A

VERIFY ALL END CONDITIONS

PRIOR TO CAP FABRICATION TO

ENSURE ACCURATE FIT, TYP.

CAP

TYPE E

CAP

TYPE E

CAP

TYPE

E

CAP

TYPE

E

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE C

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE D

CAP

TYPE A

CAP

TYPE B

CAP

TYPE A

VERIFY ALL END CONDITIONS

PRIOR TO CAP FABRICATION TO

ENSURE ACCURATE FIT, TYP.

S a t

A

M

F i m

P r o j

H o u s t o n

N a t i o n a l

C e m e t e r y

P h

V A

C F

M I D

I Q

N A

T C

E M

C A

D

C I

C

T d w g

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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI712

COLUMBARIUM WALL CAP

PLANS 3

Scale: NTS

COLUMBARIUM WALL C-22 CAP PLAN

Scale: NTS

COLUMBARIUM WALL C-23 CAP PLAN

WALL KEY

WALL KEY

NOTES:

1. SEE NOTES ON CI710.

WALL C-22

WALL C-23

AutoCAD SHX Text E

6"

TYP.

2" TYP.

2'-5"

13'-3

FACE OF PIER FOUNDATION TO FACE OF PIER FOUNDATION

1'-7

12'-9

FACE OF PIER FOUNDATION TO FACE OF PIER FOUNDATION

1'-7

13'-3

FACE OF PIER FOUNDATION TO FACE OF PIER FOUNDATION 2'-5"

4"

TYP.

2"

TYP.

1/2" STUCCO

FINISH - COLOR

AND TEXTURE

-TO MATCH

EXISTING PHASE

4 COLUMBARIA,

TYP.

STUCCO INSET

PANELING

STUCCO FINISH

BEGINS 1"

ABOVE FINISH

GRADE, TYP.

GOVERNMENT FURNISHED

MEMORIAL WALL MARKER;

CONTRACTOR SHALL INSTALL

MARKERS AS SHOWN; (11-1/4" X

7-3/4" X 3/4")

STANDARD BUFF LIMESTONE PIER CAP,

SMOOTH FINISH ALL FACES, TYP.

STANDARD BUFF LIMESTONE CAP,

SMOOTH FINISH ALL FACES, TYP.

ANTIQUE PEARL LIMESTONE PANELS,

HONED FINISH ALL FACES, TYP.

CUSTOM CAST BRONZE OSSUARY

LID W/ LOCKING DEVICE.

1 10 15

CI721

CI722

CI722

CI720

C

B

A

C

B

A

STANDARD BUFF LIMESTONE

PIER CAP, SMOOTH FINISH ALL

FACES, TYP.

ANTIQUE PEARL LIMESTONE PANELS,

HONED FINISH ALL FACES, TYP.

STANDARD BUFF LIMESTONE

OSSUARY CAP, SMOOTH

FINISH ALL FACES, TYP.

STANDARD BUFF LIMESTONE CAP, SMOOTH

FINISH ALL FACES, TYP.

CAST

BRONZE I.D.

PLAQUE, TYP.

CAST BRONZE ROW LETTER

PLAQUE, ALIGN CENTER OF ROW

LETTER W/ MID POINT OF

MEMORIAL MARKER AND CENTER

LINE OF FILLER STRIP

CAST BRONZE

COLUMN NUMBER

PLAQUE

CI709

CI709

CI709

CI724

ANTIQUE PEARL LIMESTONE PANELS,

HONED FINISH ALL FACES, TYP.

FG 96.93

SHELF 96.93

TOF 97.01

TOP 101.76

TOW 100.76

TOF 97.43

TOP 102.71

TOW 101.71

FACE OF FOUNDATION TO

FACE OF FOUNDATION

FACE OF

FOUNDATION TO

FACE OF

FOUNDATION

FACE OF FOUNDATION TO

FACE OF FOUNDATION

FACE OF

FOUNDATION TO

FACE OF

FOUNDATION

CI723

A B A A B A

SEE

NOTES

SEE

NOTES

CI721

CI721

D D

C

B

A

C

B

A

D D

BB

TOW 99.40

CI725

3'-5

FACE OF PIER FOUNDATION

TO FACE OF

OSSUARY FOUNDATION

3'-5

FACE OF PIER FOUNDATION

TO FACE OF

OSSUARY FOUNDATION

8'-10 11/16"

FACE OF OSSUARY FOUNDATION

6"

TYP.

2" TYP.

2'-5"

10'-2

FACE OF PIER FOUNDATION TO FACE OF PIER FOUNDATION 2'-5"

STANDARD BUFF

LIMESTONE CAP, SMOOTH

FINISH ALL FACES, TYP.

1/2" STUCCO FINISH -

COLOR AND TEXTURE -TO

MATCH EXISTING PHASE 4

COLUMBARIA, TYP.

STUCCO INSET PANELING

STUCCO FINISH BEGINS 1"

ABOVE FINISH GRADE, TYP.

GOVERNMENT FURNISHED

MEMORIAL WALL MARKER;

CONTRACTOR SHALL INSTALL

MARKERS AS SHOWN; (11-1/4" X

7-3/4" X 3/4")

CAST BRONZE I.D. PLAQUE

C

B

A

1 5

CAST BRONZE ROW LETTER PLAQUE,

ALIGN CENTER OF ROW LETTER W/

MID POINT OF MEMORIAL MARKER

AND CENTER LINE OF FILLER STRIP

CAST BRONZE

COLUMN NUMBER

PLAQUE

STANDARD BUFF LIMESTONE CAP,

SMOOTH FINISH ALL FACES, TYP.

LIMESTONE BASE STONE,

SANDBLAST FINISH ALL FACES, TYP.

ANTIQUE PEARL LIMESTONE PANELS,

HONED FINISH ALL FACES, TYP.

CI720

CI721

CI721

CI709

CI724

CI709

C

B

A

CI723

FG 96.77

TOF 96.85

TOP 101.59

TOW 100.59

TOF 97.27

SHELF 96.66

FG 96.60

C D C

SEE

NOTES

D D

*NOTE: MIRROR DETAIL FOR

OPPOSITE SIDE OF WALL

(SIDE FACING SEAT WALL)

1 2

STANDARD BUFF LIMESTONE

CAP, SMOOTH FINISH ALL

FACES, TYP.

1/2" STUCCO FINISH -

COLOR AND TEXTURE

-TO MATCH EXISTING

PHASE 4

COLUMBARIA, TYP.

STUCCO INSET PANELING

STUCCO FINISH BEGINS 1"

ABOVE FINISH GRADE, TYP.

6"

TYP.

2" TYP.

1'-2

MW-1

IDENTIFICATION

PANEL

V A

R I E

S

1 2

1'-2

2'-5"

(OUTSIDE EDGED

OF FOUNDATION)

FINISH GRADE, TYP.

CI709

TOP: SEE WALL

ELEVATIONS

CI720

STANDARD BUFF

LIMESTONE CAP, SMOOTH

FINISH ALL FACES, TYP.

1/2" STUCCO FINISH -

COLOR AND TEXTURE -TO

MATCH EXISTING PHASE 4

COLUMBARIA, TYP.

STUCCO INSET PANELING

STUCCO FINISH BEGINS 1"

ABOVE FINISH GRADE, TYP.

6"

TYP.

2" TYP.

1'-2

V A

R I E

S

1 2

1'-2

2'-5"

(OUTSIDE EDGED

OF FOUNDATION)

FINISH GRADE, TYP.

TOP: SEE WALL

ELEVATIONS

S a t

A

M

F i m

P r o j

H o u s t o n

N a t i o n a l

C e m e t e r y

P h

V A

C F

M I D

I Q

N A

T C

E M

C A

D

C I

C

T d w g

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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI720

MEMORIAL WALL AND OSSUARY

ELEVATIONS

Scale: 3/4"=1'-0"

TYPICAL 4-MARKER HIGH DOUBLE-SIDED MEMORIAL WALL ELEVATION

Scale: 3/4"=1'-0"

4-MARKER HIGH SINGLE-SIDED MEMORIAL WALL AND OSSUARY WEST ELEVATION

Scale: 1"=1'-0"

4-MARKER HIGH DOUBLE-SIDED MEM. WALL PIER FRONT ELEVATION

A

NOTES:

INDICATES BASE STONE TYPE. SEE SHEET CI726

FOR DETAILS

FOR CAP TYPES SEE SHEET CI725

FOR MEMORIAL MARKER AND FILLER STRIP

LAYOUT SEE SHEET CI724

Scale: 1"=1'-0"

4-MARKER HIGH DOUBLE-SIDED MEM. WALL PIER SIDE ELEVATION

6"

TYP.

2" TYP.

2'-5"

13'-3

FACE OF PIER FOUNDATION TO FACE OF PIER FOUNDATION

1'-5

ALONG

FACE

12'-9

FACE OF PIER FOUNDATION TO FACE OF PIER FOUNDATION

1'-5

ALONG

FACE

13'-3

FACE OF PIER FOUNDATION TO FACE OF PIER FOUNDATION 2'-5"

4"

TYP.

2"

TYP.

1/2" STUCCO FINISH - COLOR AND

TEXTURE -TO MATCH EXISTING

PHASE 4 COLUMBARIA, TYP.

STUCCO INSET PANELING

STUCCO FINISH BEGINS 1"

ABOVE FINISH GRADE, TYP.

STANDARD BUFF LIMESTONE

PIER CAP, SMOOTH FINISH ALL

FACES, TYP.

STANDARD BUFF LIMESTONE CAP,

SMOOTH FINISH ALL FACES, TYP.

CI721

CI722

CI722

CI720

STANDARD BUFF LIMESTONE

PIER CAP, SMOOTH FINISH ALL

FACES, TYP.

1/2" STUCCO FINISH - COLOR AND

TEXTURE -TO MATCH EXISTING

PHASE 4 COLUMBARIA, TYP.

CAST BRONZE I.D.

PLAQUE, TYP.

CI709

FACE OF FOUNDATION TO

FACE OF FOUNDATION

FACE OF FOUNDATION TO

FACE OF FOUNDATION

FACE OF FOUNDATION TO

FACE OF FOUNDATION

FACE OF FOUNDATION TO

FACE OF FOUNDATION

1'-5

ALONG

FACE

1'-5

ALONG

FACE

FG

96.93

SHELF

96.93

TOF

97.01

TOP

101.76

TOW

100.76

TOP 102.71

TOW 101.71

STANDARD BUFF

LIMESTONE CAP, SMOOTH

FINISH ALL FACES, TYP.

1/2" STUCCO FINISH - COLOR

AND TEXTURE -TO MATCH

EXISTING PHASE 4

COLUMBARIA, TYP.

REINFORCED CAST IN PLACE

CONCRETE PIER CORE, SEE

STRUCTURAL DRAWINGS, TYP.

STUCCO FINISH BEGINS 1"

ABOVE FINISH GRADE, TYP.

V A

R I E

S

S

E

V A

T I O

N S

FINISH GRADE, TYP.

CENTER CAP ON WALL

EQ. EQ.

3" TYP.

CONTINUOUS CUT DRIP SLOT, TYP.

1'-2

" 1'-2

"6

" 6

DECORATIVE PEA GRAVEL

STRIP, TYP.

1/2"X5" S.S. PIN EPOXIED INTO

CONC. BASE AND LOOSE FIT INTO

CAP, (2) PINS PER CAP, TYP.

LAYOUT POINT, SEE LAYOUT PLANS

REINFORCED CONCRETE

FOUNDATION & FOOTING, SEE

STRUCTURAL DRAWINGS, TYP.

CI723

RECESSED STUCCO PANEL, TYP.

CI723

3'

2'

REINFORCED CAST-IN-PLACE

CONCRETE MEMORIAL WALL PANEL,

SEE STRUCTURAL DRAWINGS, TYP.

GOVERNMENT FURNISHED MEMORIAL

WALL MARKER; CONTRACTOR SHALL

INSTALL MARKERS AS SHOWN;

(11-1/4" X 7-3/4" X 3/4")

1/2"X5" S.S. PIN EPOXIED INTO

CONC. BASE AND LOOSE FIT INTO

CAP, (2) PINS PER CAP, TYP.

8"8"

ANTIQUE PEARL LIMESTONE

PANELS, HONED FINISH ALL

FACES, TYP.

ANTIQUE PEARL LIMESTONE PANELS,

HONED FINISH ALL FACES, TYP.

CUT STANDARD BUFF LIMESTONE

BASE STONE, SANDBLAST FINISH ALL

SIDES, TYP.

10"

CI723

REINFORCED CONCRETE

FOUNDATION & FOOTING,

SEE STRUCTURAL

DRAWINGS, TYP.

STANDARD BUFF LIMESTONE

CAP, SMOOTH FINISH ALL

FACES, TYP; CENTER CAP ON

PIER BEYOND

3" 3"

DECORATIVE PEA

GRAVEL STRIP, TYP.

CI723

CI722

CI723

3'

STONE PANEL ANCHOR AND

JOINT

CI722

ROSETTE AND ANCHOR

CI722

STONE PANEL ANCHOR AND JOINT

1'

PIER BEYOND

REINFORCED CAST-IN-PLACE

CONCRETE MEMORIAL WALL PANEL,

SEE STRUCTURAL DRAWINGS, TYP.

1/2"X5" S.S. PIN EPOXIED

INTO CONC. BASE AND

LOOSE FIT INTO CAP, (2)

PINS PER CAP, TYP.

ANTIQUE PEARL LIMESTONE PANELS,

HONED FINISH ALL FACES, TYP.

GOVERNMENT FURNISHED MEMORIAL

WALL MARKER; CONTRACTOR SHALL

INSTALL MARKERS AS SHOWN;

(11-1/4" X 7-3/4" X 3/4")

ANTIQUE PEARL LIMESTONE

PANELS, HONED FINISH ALL

FACES, TYP.

CUT STANDARD BUFF LIMESTONE

BASE STONE, SANDBLAST FINISH

ALL SIDES, TYP.

STUCCO FINISH

BEGINS 1" ABOVE

FINISH GRADE, TYP.

1/2" STUCCO FINISH -

COLOR AND TEXTURE

-TO MATCH EXISTING

PHASE 4 COLUMBARIA,

TYP.

CONCRETE MOW STRIP

STANDARD BUFF LIMESTONE

CAP, SMOOTH FINISH ALL

FACES, TYP; CENTER CAP ON

PIER BEYOND

1'-3"1'-3"

3" 3"

CENTER LINE PIER BEYOND

CI723

REINFORCED CONCRETE

FOUNDATION & FOOTING,

SEE STRUCTURAL

DRAWINGS, TYP.

8"

1/2" JOINT BETWEEN WALL

AND MOW STRIP, TYP.

DECORATIVE PEA

GRAVEL STRIP, TYP.

CI723

3"

CI723

" 8

CI722

CI722

CI723

1'

3'

STONE PANEL ANCHOR AND JOINT

CI722

ROSETTE AND ANCHOR

STONE PANEL ANCHOR AND JOINT

S a t

A

M

F i m

P r o j

H o u s t o n

N a t i o n a l

C e m e t e r y

P h

V A

C F

M I D

I Q

N A

T C

E M

C A

D

C I

C

T d w g

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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI721

MEMORIAL WALL AND OSSUARY

ELEVATION AND DETAILS

Scale: 3/4"=1'-0"

4-MARKER HIGH SINGLE-SIDED MEMORIAL WALL AND OSSUARY EAST ELEVATION

Scale: 1 1/2"=1'-0"

MEMORIAL WALL PIER SECTION

Scale: 1 1/2"=1'-0"

4-MARKER HIGH DOUBLE-SIDED MEMORIAL WALL SECTION

Scale: 1 1/2"=1'-0"

4-MARKER HIGH SINGLE-SIDED MEMORIAL WALL SECTION

5"

3"

1/2"X5" S.S. PIN EPOXIED INTO CONC. BASE

AND LOOSE FIT INTO CAP, (2) PINS PER CAP,

TYP.

CUT STANDARD BUFF LIMESTONE BASE

STONE, SANDBLAST FINISH ALL SIDES,

TYP.

ANTIQUE PEARL LIMESTONE PANELS,

HONED FINISH ALL FACES, TYP.

CENTER LINE PIER BEYOND

PIER BEYOND

3" 1'

2'

6"

STANDARD BUFF LIMESTONE CAP,

SMOOTH FINISH ALL FACES, TYP;

CENTER ON PIER BEYOND

REINFORCED CAST-IN-PLACE

CONCRETE WALL CORE, SEE

STRUCTURAL DRAWINGS, TYP.

1/2" STUCCO FINISH - COLOR

AND TEXTURE -TO MATCH

EXISTING PHASE 4

COLUMBARIA, TYP.

STUCCO FINISH BEGINS 1"

ABOVE FINISH GRADE, TYP.

CONCRETE MOW STRIP

1'

REINFORCED CONCRETE

FOUNDATION, SEE

STRUCTURAL DRAWINGS,

TYP.

CI723

CI722

DECORATIVE PEA

GRAVEL STRIP, TYP.

CI723

3'

STONE PANEL ANCHOR AND JOINT

CI723

STONE PANEL ANCHOR AND JOINT

CURVED STANDARD BUFF LIMESTONE BASE

STONE, SMOOTH FINISH ALL SIDES, TYP.

6"

1/2" STUCCO FINISH - COLOR AND

TEXTURE -TO MATCH EXISTING

PHASE 4 COLUMBARIA, TYP.

CURVED ANTIQUE ANTIQUE

PEARL LIMESTONE PANELS,

HONED FINISH ALL FACES, TYP.

CURVED STANDARD BUFF LIMESTONE OSSUARY CAP W/ 7"

DIA. HOLE AND RECESS TO RECEIVE CLEANOUT. SMOOTH

FINISH ALL FACES, TYP.

ANTIQUE PEARL LIMESTONE PANELS,

HONED FINISH ALL FACES, TYP.

STANDARD BUFF LIMESTONE CAP,

SMOOTH FINISH ALL FACES, TYP;

CENTER ON PIER BEYOND

CUSTOM CAST BRONZE OSSUARY

LID W/ LOCKING DEVICE

PIER BEYOND

REINFORCED CAST-IN-PLACE CONCRETE OSSUARY

CORE, SEE STRUCTURAL DRAWINGS, TYP.

6" DIA. SCHD. 40 PVC PIPE

AIR CAVITY, MIN. 1"

PVC PIPE FLANGE; BOLT TO

PRE-CAST SLAB

1/2" EXPANSION JOINT, TYP.

1/2"X5" S.S. PIN EPOXIED INTO

CONC. BASE AND LOOSE FIT INTO

CAP, (2) PINS PER CAP, TYP.

CONCRETE MOW STRIP

STUCCO FINISH BEGINS 1" ABOVE

FINISH GRADE, TYP.

1'

2'

1'

C E

N T

R

F

P

I E

R

B E

Y O

N D

C E

N T

O S

S U

A R

Y

A

R C

C E

N T

P

I P

E

PRECAST CONCRETE MANHOLE

AND RISER, 96" I.D., 8" THICK

ADD CONCRETE, SLOPE TO

DRAIN AWAY FROM CENTER

APPLY SEALANT CONTINUOUSLY

ALONG ALL JOINTS BETWEEN

PRECAST ELEMENTS

PRECAST CONCRETE MANHOLE

COVER W/ OFFSET 7" DIA. HOLE.

SEE STRUCTURAL DRAWINGS,

TYP.

CI725

APPLY WATERPROOF COATING

TO ALL UNDERGROUND

CONCRETE ELEMENTS

GRANULAR DRAINAGE BACKFILL

MATERIAL WRAPPED IN FILTER

FABRIC

3/8" JOINT WITH BACKER ROD AND

SEALANT

6"

CI723

2'-11" R 1'-6"

1'-3

9'-4" Ø

8"

REINFORCED CONCRETE

FOUNDATION, SEE

STRUCTURAL DRAWINGS,

TYP.

4" PERFORATED PVC

PERIMETER DRAIN, MAX 3'

BELOW FINISH GRADE

S.S. ANCHOR, TYP.; 1/8"

THICKNESS; KERF BOTTOM AND

TOP OF STONE TO RECEIVE

ANCHOR; EPOXY IN PLACE

CI722

1'-7

PROVIDE SHIMS TO FULLY SUPPORT

WEIGHT OF CAP (12" O.C. MAX.)

STONE PANEL ANCHOR AND JOINT

CI723

STONE PANEL ANCHOR AND JOINT

CI723

STONE PANEL ANCHOR AND JOINT

S.S. "Z" ANCHOR 1/8" THICKNESS

KERF IN FILLER STRIP TO RECEIVE

ANCHOR, EPOXY IN PLACE

5/16" CONC. SCREW, TYP.

LIMESTONE FILLER STRIP, TYP.

DIE CAST ANCHOR

BEND CLIPS SO THEY APPLY

PRESSURE AGAINST THE ROSETTE,

TYP.

GRANITE MEMORIAL WALL MARKER,

TYP.

S.S. ROSETTE, TYP.

S.S. ROSETTE PLATE

PROVIDE SHOP DRAWINGS &

SAMPLES OF COMPLETE

ANCHORING SYSTEM

S.S. ANCHOR, SEE STRUCTURAL DRAWINGS

FOR ANCHOR AND ATTACHMENT, TYP.

KERF IN FILLER STRIP TO RECEIVE

ANCHOR, EPOXY IN PLACE

LIMESTONE STONE WALL BASE STONE

MORTAR 3" UP BACK OF

BASE STONE

EQ

. EQ

T

Y P

1" M

IN

TY

P

3/4" HT. WEEP VENT AT ALL JOINTS, TYP.

3/8" SEALANT AND BACKER ROD JOINT

BETWEEN STONES, TYP.

3/8" SEALANT AND BACKER ROD

JOINT BETWEEN STONES, TYP.

S.S "U" ANCHOR BEYOND, (2) PER BASE

STONE, TYP.

PLASTIC SHIM

BEYOND, TYP.

3 8

J T

S.S. ANCHOR, SEE STRUCTURAL

DRAWINGS FOR ANCHOR AND

ATTACHMENT, TYP.

STONE CAP

KERF IN FILLER STRIP TO RECEIVE

ANCHOR, EPOXY IN PLACE

5/16" CONC. SCREW, TYP.

LIMESTONE FILLER STRIP, TYP.

3 8

T

Y P

EQ

EQ

1"

DIE CAST ANCHOR

KERF IN FILLER STRIP TO RECEIVE

ANCHOR, EPOXY IN PLACE

S.S. ROSETTE PLATE

S.S. "Z" ANCHOR 1/8" THICKNESS.

BEND CLIPS SO THEY APPLY

PRESSURE AGAINST THE ROSETTE,

TYP.

S.S. ROSETTE, TYP.

PROVIDE SHOP DRAWINGS &

SAMPLES OF COMPLETE

ANCHORING SYSTEM

S.S. SHIM(S) AS REQ'D, TYP.

LIMESTONE STONE WALL BASE STONE

MORTAR 3" UP BACK OF

BASE STONE

3/4" HT. WEEP VENT AT ALL JOINTS, TYP.

3/8" SEALANT AND BACKER ROD JOINT

BETWEEN STONES, TYP.

3/8" SEALANT AND BACKER ROD JOINT

BETWEEN STONES, TYP.

LIMESTONE PANEL, TYP.

PROVIDE SHOP DRAWINGS &

SAMPLES OF COMPLETE

ANCHORING SYSTEM

S.S. ANCHOR, SEE STRUCTURAL

DRAWINGS FOR ANCHOR AND

ATTACHMENT, TYP.

KERF IN STONE PANEL TO RECEIVE

ANCHOR, EPOXY IN PLACE

T

Y P

1" MIN.

TYP.

S.S "U" ANCHOR BEYOND, (2) PER BASE

STONE, TYP.

EQ. EQ.

LIMESTONE STONE WALL BASE STONE, TYP.

MORTAR 3" UP BACK OF BASE STONE, TYP.

3/4" HT. WEEP VENT AT ALL JOINTS, TYP.

3/8" SEALANT AND BACKER ROD JOINT

BETWEEN STONES, TYP.

3/8" SEALANT AND BACKER ROD

JOINT BETWEEN STONES, TYP.

LIMESTONE PANEL, TYP.

PROVIDE SHOP DRAWINGS &

SAMPLES OF COMPLETE

ANCHORING SYSTEM

S.S. ANCHOR, SEE STRUCTURAL

DRAWINGS FOR ANCHOR AND

ATTACHMENT, TYP.

KERF IN STONE PANEL TO RECEIVE

ANCHOR, EPOXY IN PLACE

EQUAL EQUAL

7 8

T

Y P

1/2" EXPANSION JOINT, TYP.

CONCRETE SIDEWALK,TYP.

S.S "U" ANCHOR BEYOND, (2) PER BASE

STONE, TYP.

1" MIN.

TYP.

S a t

A

M

F i m

P r o j

H o u s t o n

N a t i o n a l

C e m e t e r y

P h

V A

C F

M I D

I Q

N A

T C

E M

C A

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C I

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T d w g

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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI722

MEMORIAL WALL AND OSSUARY

DETAILS 1

Scale: 1"=1'-0"

OSSUARY SECTION

Scale: 1"=1'-0"

OSSUARY WALL SECTION

Scale: NTS

MEMORIAL WALL BASE STONE AND FILLER STRIP ANCHORING (BOTTOM) DETAIL

Scale: NTS

MEMORIAL WALL FILLER STRIP ANCHORING DETAIL (TOP)

Scale: NTS

OSSUARY WALL BASE STONE AND WALL PANEL ANCHORING DETAIL

Scale: NTS

OSSUARY BASE STONE AND WALL PANEL ANCHORING DETAIL

REINFORCED CAST-IN-PLACE

CONCRETE WALL CORE, TYP.

CONICAL OSSUARY CAP ABOVE

CURVED LIMESTONE OSSUARY BASE STONE

CURVED LIMESTONE WALL PANEL

6" DIA. PVC PIPE TO RECEIVE OSSUARY LID ABOVE

REINFORCED CAST-IN-PLACE

CONCRETE OSSUARY CORE. SEE

STRUCTURAL DRAWINGS, TYP.

LIMESTONE BASE STONE

1/2" STUCCO FINISH TO MATCH

EXISTING COLUMBARIUM, TYP.

LIMESTONE WALL PANEL

LIMESTONE WALL PANEL ABOVE

GOVERNMENT FURNISHED

MEMORIAL WALL MARKER (BELOW

FILLER STRIP); CONTRACTOR

SHALL INSTALL MARKERS AS

SHOWN; (11-1/4" X 7-3/4" X 3/4")

WITH LIMESTONE FILLER STRIPS

ABOVE AND BELOW

LIMESTONE FILLER STRIP

LIMESTONE MEMORIAL WALL BASE STONE

LIMESTONE WALL CAP ABOVE

SEE CAP PLAN, SHEET 1/CI725

LIMESTONE FILLER STRIP

MEMORIAL WALL END PIER, CAP ABOVE

SEE CAP PLAN, SHEET 1/CI725

MEMORIAL WALL

INTERMEDIATE PIER

MEMORIAL WALL

INTERMEDIATE PIER

EQUALEQUAL

15'-0

MEMORIAL WALL END PIER

LAYOUT POINT, SEE COLUMBARIUM LAYOUT PLANS

MASONRY ANCHOR, TYP.

A

C D

A

B a b b a c d

S.S. STONE ANCHOR, TYP.; 1/8"

THICKNESS; KERF TOP OF

STONE TO RECEIVE ANCHOR;

EPOXY IN PLACE

e d c

SEE NOTES

B

3/8" SEALANT AND BACKER ROD AT ALL

HORIZONTAL AND VERTICAL JOINTS, TYP.

B

C

D

SIM.

SIM.

SIM.

MEMORIAL WALL END PIER,

CAP ABOVE, TYP.

SEE CAP PLAN SHEET 2/CI725

GOVERNMENT FURNISHED

MEMORIAL WALL MARKER

(BELOW FILLER STRIP);

CONTRACTOR SHALL INSTALL

MARKERS AS SHOWN; (11-1/4"

X 7-3/4" X 3/4") WITH LIMESTONE

FILLER STRIPS ABOVE AND

BELOW

LIMESTONE FILLER STRIP

LIMESTONE BASE STONE

LIMESTONE WALL CAP ABOVE,

SEE CAP PLAN, SHEET 2/CI725

LIMESTONE FILLER STRIP

LAYOUT POINT, SEE

COLUMBARIUM LAYOUT PLANS

S.S. STONE ANCHOR, TYP.; 1/8"

THICKNESS; KERF TOP OF

STONE TO RECEIVE ANCHOR;

EPOXY IN PLACE

M I N

3"

10"

UNLESS OTHERWISE

NOTED

MEMORIAL MARKER, TYP.

3" MIN. DEPTH PEA GRAVEL, TYP.;

1/2" MAX. BELOW FINISHED GRADE

COMPACTED SUBGRADE

WASHED #57 STONE WRAPPED

WITH FILTER FABRIC

4" HDPE 360° PERFORATED PIPE WRAPPED

IN FILTER FABRIC (NON-WOVEN 4OZ-140N

MIRAFI); SEE DRAINAGE PLANS FOR

CONNECTIONS TO DRAINAGE SYSTEM

CAST-IN-PLACE MEMORIAL

WALL CORE

CONCRETE SIDEWALK, TYP.

1 2

MEMORIAL WALL

LIMESTONE BASE STONE

9"

4,000 PSI CONCRETE

W/ (2) CONTINUOUS

#3 REBAR

AGGREGATE BASE

5 8

1/2" STUCCO

FINISH

CONCRETE

CORE

1'-7

CONCRETE PIER FOUNDATION

1/2" STUCCO FINISH TO MATCH

EXISTING COLUMBARIUM

PIER CAP ABOVE

CONCRETE FOOTING BELOW

CONCRETE WALL FOUNDATION

FOUNDATION SHELF

LIMESTONE BASE STONE

PIER CAP ABOVE

RECESS, TYP.

° 9

152.00°

90.00°

TYP.

CONCRETE PIER FOUNDATION

1/2" STUCCO FINISH TO MATCH

EXISTING COLUMBARIUM

PIER CAP ABOVE

CONCRETE FOOTING BELOW

CONCRETE WALL FOUNDATION

FOUNDATION SHELF

LIMESTONE BASE STONE

" JOINT BETWEEN LIMESTONE AND

STUCCO FINISH, TYP.

2'-5"

EDGE OF FOUNDATION

TO EDGE OF FOUNDATION

E D

F

O U

N D

A T

I O

N

T

O

E D

F

O U

N D

A T

I O

N

PIER CAP ABOVE

RECESS, TYP.

T

Y

P

T

Y

P

GRANITE MEMORIAL WALL

MARKER, TYP.

CAST-IN-PLACE DIE CAST ANCHOR

WITH THREADED INTERIOR

2-3/8" X 1/2" S.S. SPRING PLATE, (2 EA.)

1/4" S.S. TAMPER-PROOF SCREW

S.S. NUT (NARROW HT), TYP.

S.S. ROSETTE PLATE

1" DIA. S.S. ROSETTE TO MATCH

COLUMBARIUM ROSETTE WITH 5/16"

S.S. TAMPER- PROOF ROSETTE

SPANNER HEAD BOLT; USE 1" S.S.

SCREW; SEE NOTE A ON

" T

YP.

S.S. CAGE NUT 5/16" O.D. W/ TO

RECEIVE TAMPER-PROOF ROSETTE

BOLT

NOTES:

1. DESIGN OF FASTENERS BASED ON

SINNER BROS. S.S. STANDARD ROSETTE

NICHE PLATE WITH S.S. ROSETTE.

2. PROVIDE SHOP DRAWINGS & SAMPLES

OF COMPLETE ANCHORING SYSTEM

3/8" SEALANT AND BACKER ROD

JOINT BETWEEN STONES, TYP.

S.S. ANCHOR, SEE STRUCTURAL

DRAWINGS FOR ANCHOR AND

ATTACHMENT, TYP.

LIMESTONE PANEL, TYP.

KERF IN STONE PANEL TO RECEIVE

ANCHOR, EPOXY IN PLACE

LIMESTONE CAP

CONCRETE WALL CORE, TYP.

1" MIN.

TYP.

R E

C E

S S

F O

R

P L

A T

E

VARIES,

SEE

DETAILS

EQ. EQ.

PLASTIC SHIM

BEYOND, TYP.

S a t

A

M

F i m

P r o j

H o u s t o n

N a t i o n a l

C e m e t e r y

P h

V A

C F

M I D

I Q

N A

T C

E M

C A

D

C I

C

T d w g

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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI723

MEMORIAL WALL AND OSSUARY

DETAILS 2

Scale: NTS

3-MARKER HIGH DOUBLE-SIDED MEMORIAL WALL ENLARGEMENT PLAN

Scale: NTS

3-MARKER HIGH SINGLE-SIDED MEMORIAL WALL AND OSSUARY ENLARGEMENT PLAN

Scale: 1 1/2"=1'-0"

MEMORIAL WALL DECORATIVE GRAVEL STRIP

Scale: 1 1/2"=1'-0"

CONCRETE MOW STRIP

A

NOTES:

INDICATES OSSUARY BASE STONE TYPE. SEE SHEET CI726 FOR DETAILS

INDICATES OSSUARY FACE STONE PANEL TYPES. SEE SHEET CI726 FOR DETAILS

FOR CAP TYPES SEE SHEET CI725

FOR MEMORIAL MARKER AND FILLER STRIP LAYOUT SEE SHEET CI724

a

Scale: NTS

MEMORIAL WALL INSET

Scale: 1"=1'-0"

MEMORIAL WALL END PIER PLAN

Scale: 1"=1'-0"

MEMORIAL WALL INTERMEDIATE PIER PLAN

Scale: NTS

MEMORIAL MARKER ATTACHMENT DETAIL

Scale: NTS

OSSUARY WALL PANEL ATTACHMENT (TOP)

GRANITE MEMORIAL MARKER, TYP.

LIMESTONE FILLER STRIP, TYP.

CENTER ROSETTE

PLATE, TYP.

CI724

BOTTOM ROSETTE

PLATE, TYP.

CI724

S.S. ANCHOR WITH 7/16" HOLE;

AS SHOWN, MIN. (3) PER VERTICAL

AND HORIZONTAL STONES

RIGHT ROSETTE

PLATE, TYP.

CI724

J O

I N

T

T

Y P

A

L L

2'-9"

" JOINT TYP. ALL

" 11

" 5

EQ. EQ.

TOP ROSETTE

PLATE, TYP.

CI724

LEFT ROSETTE

PLATE, TYP.

CI724

3'-9

" 11

" 11

" 5

"11

3'-9

" 11

" 11

" 5

"11

2'-9"

"11

"5

EQ.EQ.

7 8

7 8

SIM.

TYPE-A ELEVATION

CI724

NOTE:

BASIS OF DESIGN FOR ANCHOR ASSEMBLY

IS BASED ON A MODIFIED SINNER BROTHERS

MEMORIAL WALL BRACKET

2 3/8" X 1/2" S.S.

SPRING PLATE (2 EA.)

STAINLESS STEEL ROSETTE

PLATE

1/4" 20 S.S.

SCREW (2 EA.)

1/2"Ø S.S. EXTERNAL

TOOTHED LOCK

WASHER; BOTH SIDES

OF ROSETTE PLATE

0'-0

1 8

1 8

0'-0

" O.D. S.S. CENTER POST W/ (2)

CHANNELS TO ALLOW

HORIZONTAL MOVEMENT.

" FLAT WASHER (BEYOND)

1/4" 20 TAMPER-PROOF S.S.

SCREW (2 EA.)

1/16" (± 1/64") S.S. ROSETTE PLATE

" O.D. S.S. CENTER POST W/ (2)

CHANNELS TO ALLOW

HORIZONTAL MOVEMENT.

2 3/8" X 1/2" S.S. SPRING PLATE

(2 EA.)

FACE OF CONCRETE

THREADED STEEL DROP IN

ANCHOR EPOXIED IN PLACE. MIN.

1" DEPTH. INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS., TYP.

ROSETTE, WASHER, AND

SCREW HEAD SHALL MATCH

COLUMBARIUM

S.S. NUT, TYP.

1/2"Ø S.S. EXTERNAL TOOTHED

LOCK WASHER; BOTH SIDES OF

ROSETTE PLATE

0'-1"

TYPE-A SECTION

" FLAT WASHER

3/8" ±

3/4" TO 7/8" O.D. WHITE OR CLEAR

NEOPRENE WASHER

3/4" OR 1 1/4" 1-1/4"± OR 3/4"±

2"±

MEMORIAL WALL MARKER OR

FILLER STRIP

MEMORIAL WALL MARKER OR

FILLER STRIP

OPTIONAL LOW HEIGHT

SCREW AND WASHER, TYP.

S.S. ROSETTE NICHE PLATE,

TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2

PER EA. 'H' ANCHOR ATTACHMENT),

TYP.

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ 7/8"

WHITE NEOPRENE WASHER W/

SILICONE COATING, TYP.

S.S. CENTER POST TO RECEIVE

TAMPER-PROOF ROSETTE SCREW,

TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

EDGE OF STONE MEMORIAL WALL

MAKER, TYP.

EDGE OF FILLER STONE FILLER

STRIP, TYP.

0'-0

NOTE:

NEOPRENE WASHER THICKNESS AS NECESSARY TO

ENSURE EDGE OF ROSETTE DOES NOT TOUCH

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE CAN NOT BE MORE THAN 1/16" AWAY FROM

MEMORIAL MARKER WHEN FULLY TIGHTENED.

CI724

3'-6

5 8

5 8

" JOINT

TYP. ALL

2'-10

" 3'-6

TOP ROSETTE

PLATE, TYP.

CI724

GRANITE MEMORIAL MARKER, TYP.

LIMESTONE FILLER STRIP, TYP.

J O

I N

T

T

Y P

A

L L

RIGHT ROSETTE

PLATE, TYP.

CI724

LEFT ROSETTE

PLATE, TYP.

CI724

CENTER ROSETTE

PLATE, TYP.

CI724

BOTTOM ROSETTE

PLATE, TYP.

CI724

S.S. ANCHOR WITH 7/16" HOLE;

AS SHOWN, MIN. (3) PER VERTICAL

AND HORIZONTAL STONES

7 8

7 8

EQ. EQ.

" 11

" 11

" 5

" 5

" 11

" 11

" 5

" 5

" 11

" 11

" 5

SIM.

S.S. ROSETTE NICHE PLATE,

TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2

PER EA. 'H' ANCHOR ATTACHMENT),

TYP.

S.S. CENTER POST TO RECEIVE

TAMPER-PROOF ROSETTE SCREW,

TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ WHITE

NEOPRENE WASHER W/ SILICONE

COATING, TYP.

EDGE OF STONE MEMORIAL WALL

MAKER, TYP.

EDGE OF FILLER STONE FILLER

STRIP, TYP.

0'-0

NOTE:

NEOPRENE WASHER THICKNESS AS NECESSARY TO

ENSURE EDGE OF ROSETTE DOES NOT TOUCH

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE CAN NOT BE MORE THAN 1/16" AWAY FROM

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE PLATE TO BE TRIMMED AT

FACTORY PRIOR TO SHIPPING, TYP.

CI724

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ WHITE

NEOPRENE WASHER W/ SILICONE

COATING, TYP.

S.S. CENTER POST TO RECEIVE

TAMPER-PROOF ROSETTE SCREW,

TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

EDGE OF STONE MEMORIAL WALL

MAKER, TYP.

EDGE OF FILLER STONE FILLER

STRIP, TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2

PER EA. 'H' ANCHOR ATTACHMENT),

TYP.

0'-0

S.S. ROSETTE NICHE PLATE,

TYP.

NOTE:

NEOPRENE WASHER THICKNESS AS NECESSARY TO

ENSURE EDGE OF ROSETTE DOES NOT TOUCH

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE CAN NOT BE MORE THAN 1/16" AWAY FROM

MEMORIAL MARKER WHEN FULLY TIGHTENED.

CI724

0'-0

EDGE OF STONE MEMORIAL WALL

MAKER, TYP.

S.S. ROSETTE NICHE PLATE,

TYP.

2 3/8" X 1/2" S.S. SPRING PLATE, (2

PER EA. 'H' ANCHOR ATTACHMENT),

TYP.

1" DIA. S.S. ROSETTE MATCH

COLUMBARIUM ROSETTE W/ WHITE

NEOPRENE WASHER W/ SILICONE

COATING, TYP.

S.S. CENTER POST TO RECEIVE

TAMPER-PROOF ROSETTE SCREW,

TYP.

OVERLAP BETWEEN THE ROSETTE

AND STONE MARKER, TYP.

NOTE:

NEOPRENE WASHER THICKNESS AS NECESSARY TO

ENSURE EDGE OF ROSETTE DOES NOT TOUCH

MEMORIAL MARKER WHEN FULLY TIGHTENED.

ROSETTE CAN NOT BE MORE THAN 1/16" AWAY FROM

MEMORIAL MARKER WHEN FULLY TIGHTENED.

CI724

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

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A

B

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21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI724

MEMORIAL WALL AND OSSUARY

DETAILS 3

Scale: 1 1/2" = 1'-0"

SINGLE SIDED MEMORIAL WALL ASSEMBLY

Scale: NTS

TYPICAL MEMORIAL WALL ROSETTE HARDWARE

Scale: 1 1/2" = 1'-0"

DOUBLE SIDED MEMORIAL WALL ASSEMBLY

Scale: NTS

TOP ROSETTE ATTACHMENT (MIRROR RIGHT)

Scale: NTS

LEFT ROSETTE ATTACHMENT (MIRROR RIGHT)

Scale: NTS

BOTTOM ROSETTE ATTACHMENT (MIRROR RIGHT)

Scale: NTS

CENTER ROSETTE ATTACHMENT

ARRIS LINE, TYP.

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAPW

A

S

H

W

A

S

H

W

A

S

H

W

A

S

H

W A

S H

CI725

2'-0

T

Y

P

CI708

3'

ARRIS LINE, TYP.

W A

S H

CI725

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

W A

S H

WASH WASH

CI708

1 4

T Y

P

5 8

1'-6" 1'-6"

5 8

1'-8

" 1'-8

5 8

1' 1'

WALL CAP

TYPE A

WALL CAP

TYPE A

WALL CAP

TYPE B

WALL CAP

TYPE E

INTERMEDIATE

PIER CAP

INTERMEDIATE

PIER CAP

END PIER CAP

OSSUARY CAP

CI725

CI725

CI725

CI725

CI725

CI725

CI725

CI725

CI725

CI725

CI725

CI725

END PIER CAP

CI725

WALL CAP

TYPE B

CI725

WALL CAP

TYPE A

WALL CAP

TYPE A

WALL CAP

TYPE B

CI725

CI725

CI725

WALL CAP

TYPE B

CI725

END PIER CAP

WALL CAP

TYPE D

WALL CAP

TYPE C

WALL CAP

TYPE C

END PIER CAP

CI725

CI725

CI725

CI725

CI725

R

R

R

CI725

CI725

RECESSED CIRCLE TO RECEIVE

OSSUARY LID FLANGE

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

TYP.

EDGE OF CUT CAP,

CAP SHAPE SHALL BE

CONICAL

RECESSED CIRCLE TO RECEIVE

OSSUARY LID

6 1/2" DIA. HOLE TO RECEIVE OSSUARY

LID NECK

HIGH POINT

OF CONE

P

I

T

C

H

P

I

T

C

H

R

CI708

ARRIS LINE

W A

S H

CI725

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

W A

S H

2'-8

1 4

T Y

P

CI708

ARRIS LINE

W A

S H

CI725

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

W A

S H

3'-9

1 4

T Y

P

CI708

ARRIS LINE

W A

S H

CI725

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

W A

S H

3'-6

1 4

T Y

P

CI708

ARRIS LINE

W A

S H

CI725

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

W A

S H

2'-9

1 4

T Y

P

CI708

SLOPE SLOPE

CONTINUOUS

DRIP SLOT, TYP.

6'

3' 3'

CI708

H

OU

ST

ON NATION

A L

CE M E T E R Y

CAST BRONZE HINGE

CAST BRONZE FLANGE

CUSTOM CAST BRONZE OSSUARY LID

"TORX" TAMPERPROOF SCREWS W/

COMPRESSION LATCH; PROVIDE

WEATHER-TIGHT RUBBER STOP PLUG

TAMPERPROOF FASTNER, TYP.

3" 3"1'-1"

5" 5"3"

5" 5"3"

3 4

CUSTOM CAST BRONZE LID

DRAINAGE HOLE

HAND HOLE GRIP: 1/2"

RADIUS @ CORNERS

CAST BRONZE HOUSING

CAST BRONZE FLANGE

ELEVATION

PLAN

NOTE: APPLY SEALANT TO ALL

SURFACES PER MANUFACTURER'S

RECOMMENDATION.

1'-1"

1 2

1 2

1 4

1 2

11"

CUSTOM CAST

BRONZE LID

RUBBER GASKET AT

PERIMETER

3/8" CAST BRONZE HINGE

WINGS W/ HEAVY DUTY

TAMPERPROOF HINGE,

PINS, SUITABLE FOR LOAD

OF LID; RESTRICT SWING

TO 115 DEGREES

LIMESTONE TO BE LEVEL

BELOW LID

RUBBER GASKET @ PERIMETER

CAST BRONZE HOUSING

STONE CAP

THREADED STUDS; EPOXY

INTO STONE

6" BLACK SCH. 40 PVC PIPE

COORD. DIA. OF CAST BRONZE

HOUSING FOR SNUG FIT W/ PVC

PIPE BELOW

SEAL VOIDS W/ SEALANT, TYP.

FILL VOIDS W/ SEALANT

1/4" THICK (MIN) CAST BRONZE

FLANGE; SECURE TO CAP W/

COUNTERSUNK ANCHORAGE

1 2

SECTION

1 4

ARRIS LINE

W A

S H

CI725

C.L. CONTINUOUS

DRIP SLOT

UNDERSIDE CAP

W A

S H

2'-6"

1 4

T Y

P

CI708

RECESSED

SEMI-CIRCLE TO

RECEIVE OSSUARY LID

1'-7" DIA.

FLAT

I.D.

1'-1

I.D.

SLOPE

1 2

1 4

1'-4

3'

CONTINUOUS

DRIP SLOT, TYP.

CI708

S a t

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C e m e t e r y

P h

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E M

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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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 JGS JEB

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442 02/07/2020

CI725

MEMORIAL WALL AND OSSUARY

DETAILS 4

Scale: 3/4"=1'-0"

MEMORIAL WALL END PIER CAP PLAN

Scale: 3/4"=1'-0"

MEMORIAL WALL INTERMEDIATE PIER CAP PLAN

Scale: 3/4"=1'-0"

MEMORIAL WALL END PIER CAP SECTION

Scale: 3/4"=1'-0"

MEMORIAL WALL INTERMEDIATE PIER CAP SECTION

Scale: 3/4"=1'-0"

MEMORIAL WALL CAP SECTION

Scale: NTS

DOUBLE SIDED MEMORIAL WALL CAP PLAN, WALLS 1 & 2

Scale: NTS

SINGLE SIDED MEMORIAL WALL AND OSSUSRY CAP PLAN, WALL 3

Scale: 1"=1'-0"

OSSUARY CAP TYPE A

Scale: 3/4"=1'-0"

MEMORIAL WALL CAP TYPE A

Scale:…