13_151-165_851PC2048_HNC_BD_Plans.pdf

NEW ROAD 'A'

10"

10"

4"

4"

3"

3"

2.5"

2"

4"

2"

3"

1.25"

2.5"

2"

1.25"

4"

4"

3"

3"

2.5"

2"

6"

6"

6"

6"

RELOCATE TWO RCVS AS SHOWN

REPLACE SPRINKLERS AT EDGE OF BURIAL

SECTION WITH PART CIRCLES TO

COMPLIMENT NEW SPRINKLERS ALONG ROAD

REPLACE SPRINKLERS AT EDGE OF BURIAL

SECTION WITH PART CIRCLES TO

COMPLIMENT NEW SPRINKLERS ALONG ROAD

D1

D1

CONNECT TO EXISTING REMOTE CONTROL VALVES

D1

EXISTING VALVES SHOWN FOR REFERENCE

2.5"

2"

1.25"

3"

10"

10"

10"

10"

10"

10"

10"

6"

6"

4"

B-7

A1

3"

A2

3"

A3

3"

Q

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Drawing Number

Project Title

Location

Issue Date Checked Drawn LI107

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

P

R

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KEY MAP

(NOT TO SCALE)

1 2

7 8

9A

9B

1" =

30' 0' 15' 30' 60'

30'

MATCHLINE SEE SHEET LI104

M A

T C

H L I N

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H E

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L I

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H L I N

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IRRIGATION PLAN

M A

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H L I N

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S

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SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

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NEW ROAD 'A'

NEW

TRAFFIC CIRCLE

6" STUB OUT

10" STUB OUT

6" STUB-OUT

10"

10"

6"

3"

3"

2.5"

2.5"

2"

1.5"

1.5"

1.5"

4"

3"

3"

2.5"

2.5"

2"

2"

1.5"

1.5"

3"

2.5"

2"

1.5"

2.5"

3"

2.5"

2"

1.5"

2.5"

2"

1.5"

6"

6"

6"

6"

3"

3"

3"

3"

1.25"

4"

3"

3"

2.5"

2"

1.5"

4"

6"

6"

1"

1"

1"

1"

1"

1"

4"

4"

3"

3"

2.5"

2.5"

2"

1.25"

4"

2"

2"

3"

2.5"

2.5"

2"

2"

1.5"

1.5"

3"

3"

2.5"

2"

1.5"

3"

3"

2.5"

4"

2.5"

2.5"

1.5"

4"

Q

Q

A

A13

2"

Q

A5

2"

A9

2"

A10

2"

A12

2"

A14

3"

A4

3"

A11

3"

A6

3"

A8

2"

A7

3"

Q

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn LI108

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

P

R

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F

E

S

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N A L

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KEY MAP

(NOT TO SCALE)

1 2

7 8

9A

9B

1" =

30' 0' 15' 30' 60'

30'

M A

T C

H L I N

E

S

E

MATCHLINE SEE SHEET LI105

IRRIGATION PLAN

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

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10"

3"

3"

3"

10"

6"

CONNECT TO EXISTING 10" STUB-OUT

6" STUB-OUT

6"

6"

6"

6"

6"

2"

2"

2"

INSTALL NEW MAINLINE ALONG SIDEWALK 36-INCHES OFF

Q

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6"

6"

6"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn LI109

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

P

R

O

F

E

S

S

I

O

N A L

E

N

G

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KEY MAP

(NOT TO SCALE)

1 2

7 8

9A

9B

1" =

30' 0' 15' 30' 60'

30'

IRRIGATION PLAN

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text

EM

D2

LOCATE AND ABANDON EXISTING MAINLINE IN PLACE

LOCATE AND PROTECT EXISTING CONTROLLER

E

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn LI201

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

P

R

O

F

E

S

S

I

O

N A L

E

N

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KEY MAP

(NOT TO SCALE)

1 2

7 8

9A

9B

1" =

30' 0' 15' 30' 60'

30'

DEMOLITION PLAN

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

MH

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

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NEW

ENTRANCE ROAD

MEMORIAL DRIVE EXTENSION

MEMORIAL DRIVE EXTENSION

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MEMORIAL DRIVE

EXTENSION

NEW ROAD 'A'

NEW ROAD 'A'

NEW

TRAFFIC CIRCLE

8"

6"

6"

6"

6"

4"

4"

4"

4"

4"

4"

6"

6"

6"

6"

10"

10"

4"

3"

3"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

3"

3"

3"

6"

4"

4"

4"

6"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

10"

6"

10"

10"

10"

10"

10"

10"

2"

2"

2"

6"

6"

6"

6"

6"

6"

6"

6"

6"

2"

6"

2"

2"

6"

6"

6"

6"

6"

10"

10"

10"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

10"

10"

6"

6"

6"

6"

1"

1"

1"

1"

1"

1"

4"

1"

1"

1"

10"

10"

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Drawing Number

Project Title

Location

Issue Date Checked Drawn LI202

A

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F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

P

R

O

F

E

S

S

I

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N A L

E

N

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KEY MAP

(NOT TO SCALE)

1 2

7 8

9A

9B

OVERALL IRRIGATION PLAN

1" =

100' 0' 50' 100' 200'

100'

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

EM

AutoCAD SHX Text

MH

AutoCAD SHX Text

UNDER CONSTRUCTION

AutoCAD SHX Text

CONSTRUCTION AREA

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CONSTRUCTION AREA

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text

AREA UNDER CONSTRUCTION

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

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AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text

EM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn LI501

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

P

R

O

F

E

S

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N A L

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IRRIGATION DETAILS

AIR/VACUUM RELIEF VALVE

ASSEMBLY

N.T.S.

ISOLATION GATE VALVE

ASSEMBLY

N.T.S.

QUICK COUPLER VALVE

ASSEMBLY

N.T.S.

REMOTE CONTROL VALVE

ASSEMBLY

N.T.S.

REMOTE CONTROL VALVE

ASSEMBLY

SOLVENT

WELD TEE

ISOLATION ANGLE VALVE

ON SERVICE TEE

AutoCAD SHX Text

2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text

2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)

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2-INCH STAINLESS STEEL BALL VALVE

AutoCAD SHX Text

AIR-VACUUM RELIEF VALVE (SIZE 2-INCH)

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

JUMBO VALVE BOX WITH A BLACK LID

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

DUCTILE IRON SERVICE TEE

AutoCAD SHX Text NOTES: 1. INSTALL VALVE BOX SO THERE IS A CLEARANCE OF 2" BETWEEN THE BOTTOM OF THE VALVE BOX AND THE MAINLINE PIPE. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. LABEL VALVE BOX COVER PER SPECIFICATIONS. 4. SEE SPECIFICATIONS FOR PIPE DEPTH.

AutoCAD SHX Text

BRICK (1 OF 4)

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PVC MAINLINE PIPE

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JOINT RESTRAINT

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10-INCH ROUND VALVE BOX

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FINISH GRADE

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3-INCH MINIMUM DEPTH OF

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3/4-INCH WASHED GRAVEL

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RESILIENT WEDGE GATE VALVE

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PVC MAINLINE

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CONFORMING TO AWWA C-509

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STANDARDS

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3 MIL. PLASTIC WRAP

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WITH TAPED ENDS

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OR EQUAL (LENGTH AS REQUIRED)

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ADVANCED DRAINAGE SYSTEMS

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6-INCH CORREGATED PIPE:

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BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. RESILIENT WEDGE GATE VALVE MAY HAVE EITHER MECHANICAL JOINT OR PUSH-ON GASKETED ENDS. THE OPERATOR IS A WRENCH NUT. 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. BRAND VALVE BOX LID PER SPECIFICATIONS.

AutoCAD SHX Text

JOINT RESTRAINT

AutoCAD SHX Text

WITH BLACK LID

AutoCAD SHX Text NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPEIN ORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT. 3. BRAND VALVE BOX LID PER SPECIFICATIONS.

AutoCAD SHX Text

PVC MAINLINE PIPE

AutoCAD SHX Text MIPT x MIPT TEE OR EL, SEE SPECIFICATIONS FOR MATERIAL

AutoCAD SHX Text

1-INCH PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH

AutoCAD SHX Text

PVC SCH 40 COUPLING

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PVC SCH 80 NIPPLE (2-INCH)

AutoCAD SHX Text

BRICK (1 OF 4)

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FILTER FABRIC

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GRAVEL TO TOP OF ANCHOR

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HARCO QUICK COUPLER ANCHOR

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10-INCH ROUND VALVE BOX WITH BLACK LID

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FINISH GRADE/TOP OF MULCH

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JOINT RESTRAINT

AutoCAD SHX Text NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND . INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTECONTROL VALVE ASSEMBLY. 4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. DO NOT PLACE VALVE BOX DIRECTLY ON LATERAL PIPE. 6. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 7. BRAND VALVE BOX LID PER SPECIFICATIONS. 8. INSTALL PRESSURE REGULATOR ON ALL REMOTE CONTROL VALVES. SET PRESSURE MODULE TO INDICATED PRESSURE ON LEGEND PER MANUFACTURER'S RECOMMENDATIONS.

AutoCAD SHX Text

REMOTE CONTROL VALVE

AutoCAD SHX Text

STANDARD VALVE BOX WITH VALVE BOX EXTENSIONS AND BLACK LID

AutoCAD SHX Text

3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL

AutoCAD SHX Text

PVC SCH 40 MALE ADAPTER

AutoCAD SHX Text

PVC SCH 80 CLOSE NIPPLE

AutoCAD SHX Text

PVC MAINLINE

AutoCAD SHX Text DUCTILE IRON GASKETED LATERAL SWIVEL TEE WITH 2-INCH OUTLET SHOWN FOR SINGLE VALVE.

AutoCAD SHX Text

JOINT RESTRAINT

AutoCAD SHX Text

SCH. 80 PVC TOE NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text

SECONDARY 24VAC IRRIGATION WIRING

AutoCAD SHX Text

WIRE CONNECTOR, TYP

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CHRISTY ID TAG

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PVC LATERAL PIPE TRANSITION TO 18" OF COVER

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BRICK (1 OF 4)

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FILTER FABRIC

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FINISH GRADE

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PVC SCH 80 UNION

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2.5-INCH SCH 40 PVC FROM ANGLE VALVE

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BRICK (1 OF 4)

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FILTER FABRIC

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FINISH GRADE/TOP OF MULCH

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2.5-INCH PVC SCH 40 PIPE TO REMOTE CONTROL VALVE RCV MANIFOLD

AutoCAD SHX Text FOR MANIFOLDS: 1. SPACE VALVES A UNIFORM DISTANCE APART. 2. USE MANUFACTURER'S RECOMMENDED TORQUE ON RESTRAINTS. A CALIBRATED TORQUE BAR WILL BE REQUIRED AND CALIBRATION TESTING RESULTS WILL BE AVAILABLE UPON REQUEST. 3. NO MORE THAN 4 REMOTE CONTROL VALVES MAY BE ON THE SAME ISOLATION MANIFOLD. 4. VALVES ON A SINGLE MANIFOLD SHOWN GRAPHICALLY ON DRAWINGS. 5. USE SWIVEL EL TO MINIMIZE THE AMOUNT OF FITTINGS FOR CHANGES OF DIRECTION.

AutoCAD SHX Text

10-INCH ROUND VALVE BOX WITH BLACK LID

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BACK OF CURB

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PVC MAINLINE PIPE

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STANDARD VALVE BOX WITH BLACK LID

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SCH 80 SOLVENT

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SCH 40 PVC

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SCH 80 EL HIDDEN

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SCH 80 EL HIDDEN

LEEMCO LV212/218 2-INCH DUCTILE IRON ANGLE VALVE CONNECTION SYSTEM INCLUDES: RISER, CROSS HANDLE GLOBE VALVE, GASKETED OUTLET WITH RESTRAINT (MATCH EXISTING ISOLATION VALVE)

Project Title

Location

Issue Date Checked Drawn LI502

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

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POP-UP ROTOR SPRINKLER

ASSEMBLY

N.T.S.

POP-UP SPRAY SPRINKLER

ASSEMBLY

N.T.S.

SPRINKLER PLACEMENT

DETAIL

N.T.S.

52" MIN.

IRRIGATION

AISLE BOUNDARY

8"

4'

POP-UP ROTOR SPRINKLER IRRIGATION AISLE

ASSEMBLY

N.T.S.

AutoCAD SHX Text

PVC LATERAL PIPE

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TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL

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POP-UP ROTOR SPRINKLER

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FINISH GRADE

AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OFLATERAL PIPE IN ORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT.

AutoCAD SHX Text 1-INCH UNITIZED TRIPLE TOP SWING JOINT 12-INCH LAY LENGTH MIPT INLET x MIPT OUTLET; 18-INCH LAY LENGTH IF IN CRYPT SECTIONS

AutoCAD SHX Text

POP-UP SPRAY SPRINKLER

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PVC LATERAL PIPE

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TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL

AutoCAD SHX Text 1/2-INCH SWING JOINT 12-INCH LAY LENGTH MIPT x MIPT

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PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE INORDER TO ABSORB DOWNWARD IMPACT. 2. DO NOT INSTALL MP ROTATOR SPRINKLER HEADS WITHIN 8-FEET OF TREE TRUNKS.

AutoCAD SHX Text

PVC SCH 40 ELL

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FINISH GRADE/TOP OF MULCH

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PVC LATERAL PIPE

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LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES

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PVC SCH. 40 SOLVENT WELD SERVICE TEE

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PREFABRICATED SWING JOINT

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6-INCH NIPPLE

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GRID MONUMENT

AutoCAD SHX Text NOTES: 1. CONTRACTOR RESPONSIBLE FOR STAKING TRENCH LOCATION IN THE CORRECT LOCATION WITHIN AISLES. 2. CENTER OF SPRINKLER WILL BE ALIGNED WITH CENTERLINE OF OF AISLE.

AutoCAD SHX Text NOTE: 1. INSTALL LATERAL PIPE BETWEEN THE PRE-PLACED CRYPTS IN WATER AISLES, 12-INCHES BELOW THE TOP OF PRE-PLACED CRYPT LID.

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FINISHED GRADE

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FINISHED GRADE

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WATER AISLE

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LATERAL PIPE

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CRYPT

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TOP OF LID

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TOP OF LID

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CRYPT

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ELEVATION VIEW

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LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES

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WATER STREAM TRAJECTORY

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HEADSTONE LOCATION

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HEADSTONE LOCATION

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PRE-PLACED CRYPTS

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6-INCH NIPPLE

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PREFABRICATED SWING JOINT

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LARGE TURF SPRINKLER CENTERED IN LINE WITH HEADSTONES

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PVC SCH. 40 SOLVENT WELD TEE

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text

GRID MONUMENT

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HEADSTONE LOCATION

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HEADSTONE LOCATION

AutoCAD SHX Text 1-INCH TRIPLE TOP PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH MIPT x MIPT

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PVC SCH 40 STREET EL

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PVC LATERAL PIPE

AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE TOABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION.

AutoCAD SHX Text

PVC SCH 40 TEE OR EL

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POP-UP ROTOR SPRINKLER

FINISH GRADE /TOP OF MULCH

Project Title

Location

Issue Date Checked Drawn LI503

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

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IRRIGATION DETAILS

FLOWER WATER STATION

ASSEMBLY

N.T.S.

TRENCH

DETAIL

N.T.S.

JOINT RESTRAINT FITTINGS

ASSEMBLY

N.T.S.

IRRIGATION CONTROLLER

ASSEMBLY

N.T.S.

GROUNDING

DETAIL

N.T.S.

Pipe Fitting with Joint Restraint

11.25° BEND (IPS)

(PJ x PJ)

TEE w/ REDUCER IN

BRANCH & RUN (IPS)

(PJ x PJ x PJ)

45° BEND (IPS)

(PJ x PJ)

22.5° BEND (IPS)

(PJ x PJ)

TEE (IPS)

(PJ x PJ x PJ)

90° BEND (IPS)

(PJ x PJ)

REDUCER (IPS)

(PJ x PJ)

PIPE BELL

PLAN VIEW

A. IRRIGATION CONTROLLER ASSEMBLY

B. UL LISTED 5/8" X 10' COPPER-CLAD

GROUNDING ROD

C. UL LISTED 4" X 8' COPPER GROUNDING PLATE

D. 10" ROUND VALVE BOX WITH BLACK LID

E. CADWELD CONNECTION: PAIGE ELECTRIC

F. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

G. BRICK (1 OF 4)

H. #6 AWG INSULATED SOLID COPPER WIRE. NO

SHARP BENDS.

I. SPHERE OF INFLUENCE

J. EARTH CONTACT MATERIAL, POWERSET© OR

POWERFILL© DEPENDING ON SOIL CONDITIONS

K. FINISH GRADE

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12"

SECTION VIEW

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NOTES:

1. CONNECT ALL #6 AWG WIRES INSIDE THE

CONTROLLER. CONNECT ONE WIRE TO

THE CONTROLLER GROUND LUG AND

USE A #4 SPLIT BOLT TO CONNECT ALL

WIRES TOGETHER.

2. EARTH CONTACT MATERIAL MUST

COMPLETELY COVER THE WELD JOINT

ON THE GROUND PLATE.

K

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GRAVEL

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MAINLINE PIPE

AutoCAD SHX Text

6-INCH CORRUGATED PIPE: ADVANCED

AutoCAD SHX Text

REQUIRED)

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FINISH GRADE

AutoCAD SHX Text

SERVICE TEE

AutoCAD SHX Text

SCH 40 PVC REDUCING MALE ADAPTER (1 OF 2)

AutoCAD SHX Text

STANDARD VALVE BOX WITH BLACK LID

AutoCAD SHX Text

DRAINAGE SYSTEMS OR EQUAL (LENGTH AS

AutoCAD SHX Text

3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED

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3/4-INCH THREADED CURB STOP VALVE

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SCH 40 PVC 1-INCH

AutoCAD SHX Text

MALE ADAPTER

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1-INCH CL 200 PVC PIPE

AutoCAD SHX Text

BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)

AutoCAD SHX Text

FILTER FABRIC

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ADJUSTABLE PRESSURE REGULATOR

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PVC SCH. 80 NIPPLE

AutoCAD SHX Text 3/4" x 1/2" COPPER

AutoCAD SHX Text

MALE ADAPTOR

AutoCAD SHX Text

(LENGTH AS REQUIRED)

AutoCAD SHX Text NOTES: 1. CENTER STATION BETWEEN ROTARY SPRINKLERS. 2. BRAND VALVE BOX LID PER SPECIFICATIONS.

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1/2-INCH COPPER TUBING FROM

AutoCAD SHX Text

EDGE OF CONCRETE PAD TO SWEEP EL

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

PVC SCH 80 CLOSE NIPPLE

AutoCAD SHX Text

PVC SCH 80 UNION

AutoCAD SHX Text

SOLVENT WELD PIPE AND SWEEP EL

AutoCAD SHX Text

REFER TO CIVIL DETAILS FOR ADDITIONAL INFORMATION ON HYDRANT INSTALLATION

AutoCAD SHX Text NOTE: 1. REFER TO IRRIGATION SPECIFICATIONS FOR COVERAGE DEPTH TO BURIED PIPE AND WIRE.

AutoCAD SHX Text

COMMUNICATION CABLE

AutoCAD SHX Text

CONTROL WIRE BUNDLE

AutoCAD SHX Text

MAINLINE PIPE

AutoCAD SHX Text

2-INCH WARNING TAPE, DETECTABLE, BLUE,"CAUTION RAW WATER LINE BURIED BELOW"

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BACKFILL

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LATERAL PIPE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text 2"

AutoCAD SHX Text

1-INCH CONDUIT FOR GROUND WIRE

AutoCAD SHX Text

SLOPE TO DRAIN

AutoCAD SHX Text

36" X 36" CONCRETE PAD

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

2-INCH CONDUIT WITH 115V POWER

AutoCAD SHX Text

CONDUCTORS PER LOCAL &

AutoCAD SHX Text

NATIONAL ELECTRICAL CODES

AutoCAD SHX Text

AND ENCLOSURE

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text

IRRIGATION CONTROLLER

AutoCAD SHX Text

2-INCH CONDUIT AND SWEEP EL

AutoCAD SHX Text

FOR CONTROL WIRES

AutoCAD SHX Text

RAIN SENSOR

NOTES: 1. IN ACCORDANCE WITH AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE 100-2002 "FOR EARTH GROUNDING ELECTRONICS EQUIPMENT IN IRRIGATION SYSTEMS", SECTION 12 PARAGRAPH 1: "ELECTRONIC EQUIPMENT AND WIRES/CABLES SHALL BE INSTALLED OUTSIDE OF THE SPHERE OF INFLUENCE OF THE GROUNDING GRID. THIS IS NECESSARY TO AVOID RE-INJECTING THE DISCHARGED LIGHTNING ENERGY INTO THE EQUIPMENT AND THE UNDERGROUND WIRES AND CABLES." 2. SEAL OPENING IN TOP OF CONDUITS WITH EXPANDING FOAM AFTER WIRE INSTALLATION.

Project Title

Location

Issue Date Checked Drawn LI504

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

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IRRIGATION PUMP DETAILS

EQUIPMENT LIST

112.0

160.0

160.0

70.93

10 9

PUMP STATION

ASSEMBLY

N.T.S.

48"

30"

24"

18"

DRY SUMP

DETAIL

N.T.S.

AutoCAD SHX Text

FLOW

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PUMP SETTING = 700-FEET (APPROX.)

AutoCAD SHX Text COMPACTED SUBGRADE CONCRETE PAD FOR IRRIGATION PUMP SYSTEM (MINIMUM DIMENSIONS, 5' x 13' X 6" THICK) 4-INCH ISOLATION VAVLE 200 HP VERTICAL TURBINE PUMP 1000 GALLON TANK PUMP CONTROL PANEL: NEMA 4X ENCLOSURE, MAIN DISCONNECT SWITCHES, CIRCUIT BREAKERS, AND VFD DRIVE. PRESSURE RELIEF VALVE TO PVC MAINLINE 6-INCH PVC CLASS 200 PIPE TO IRRIGATION SYSTEM CHECK VALVE MAGNETIC FLOW METER CUSTOM BUILT NON-CORROSIVE COMPOSITE ENCLOSURE AUTOMATIC FILTER ASSEMBLY WITH 200-MESH SCREENS POWDER COATED SKID ADJUSTABLE STEEL PIPE SUPPORTS (TYPICAL, AS REQUIRED) FILTER DISCHARGE PIPE TO DRY SUMP

AutoCAD SHX Text

CONCRETE FOOTER (1 0F 3) - 12"X12"X6' LONG

AutoCAD SHX Text

2-INCH FILTER BACKWASH PIPE

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FLOW

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SCH. 40 PVC ELBOW

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2 C.Y. GRAVEL SUMP. USE 3/4-INCH WASHED GRAVEL.

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CORE DRILL AND SEAL WITH LINK SEAL

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COMPACTED SUBGRADE - 95% STANDARD PROCTOR DENSITY

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CAST-IN ACCESS STEPS, 12"O.C.

AutoCAD SHX Text

4-FOOT DEEP PRECAST CONCRETE MANHOLE

AutoCAD SHX Text

30-INCH MANHOLE COVER NEENAH MODEL R-1582 WITH VENTED LID OR EQUAL

FINISH GRADE

SYMBOLS LEGEND

BUILDING INFORMATION

ALL DIMENSIONS ARE GIVEN IN ENGLISH MEASUREMENTS.

DO NOT SCALE DRAWINGS. USE DIMENSIONS GIVEN ON PLANS UNLESS

OTHERWISE NOTED, OR USE EQUAL/EQUAL AND ALIGN SURFACES TO

LOCATE PARTITIONS. NOTIFY THE RESIDENT ENGINEER OF MISSING

DIMENSIONS AND DISCREPANCIES FOR RESOLUTION PRIOR TO PROCEEDING

WITH THE WORK.

ALL DIMENSIONS ARE FROM FACE OF STUD, FACE OF BRICK OR CMU, OR

CENTERLINE OF GRID, UNLESS OTHERWISE NOTED.

ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THE CONTRACT

DOCUMENTS SHALL BE REPORTED TO THE RESIDENT ENGINEER PRIOR TO

STARTING ANY CONSTRUCTION IN THE AREA CONCERNED.

IT IS INTENDED THAT THE FACE OF EVERY CONTINUOUS PARTITION SHALL BE

FLUSH WITHOUT OFFSETS. CHANGES IN PARTITION THICKNESS SHALL

OCCUR ONLY AS INDICATED ON FLOOR PLANS.

ALL WOOD BLOCKING SHALL BE FIRE-RETARDANT TREATED.

PROVIDE PARTITION BLOCKING FOR ALL EQUIPMENT, CASEWORK AND

ACCESSORIES AS SHOWN ON DRAWINGS AND SPECIFICATIONS.

COORDINATE WITH ENGINEERING DRAWINGS FOR LOCATIONS OF

EQUIPMENT AND CONCRETE HOUSEKEEPING PADS.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

UP

UP

UP

UP

U P

U P

UP

UP

JA

N.

W

OMEN'S

MEN'S

JAN.

AA-AA000

BUILDING INFORMATION

AND LEGENDS

N

N

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

KK VR

Gordon PROGRAMMING 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

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 Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442

CONSTRUCTION DOCUMENTS 2 SUBMISSION

February 7, 202002/07/2020

AutoCAD SHX Text

ST

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

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EM

AutoCAD SHX Text A

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AutoCAD SHX Text 0000.0

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ROOM

AutoCAD SHX Text 1/A1.1

AutoCAD SHX Text 1/A1.1

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SHEET WHERE SHOWN

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SHEET WHERE TAKEN

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INTERIOR FINISH DESIGNATION

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COLUMN CENTERLINE

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WALL TYPE REF. SHEET A6.01

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FINISHED ELEVATION

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DETAIL NUMBER

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ROOM NAME AND NUMBER

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DOOR NUMBER

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WINDOW TYPE AND NUMBER

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NOTES BY SYMBOL

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SHEET WHERE SHOWN

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DETAIL NUMBER

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SHEET WHERE SHOWN

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SHEET WHERE

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TAKEN

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SECTION/DETAIL MARK

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SECTION MARK

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SECTION NUMBER

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ELEVATION MARK

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SHEET WHERE

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TAKEN

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SHEET WHERE SHOWN

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DETAIL MARK

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DETAIL NUMBER

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AutoCAD SHX Text A

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AutoCAD SHX Text A1.3

AutoCAD SHX Text A1.2

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AutoCAD SHX Text A1.2

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AutoCAD SHX Text A1.3

AutoCAD SHX Text A1.2

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NOTE: NOT ALL SYMBOLS SHOWN APPEAR IN THESE DRAWINGS

AutoCAD SHX Text INTERIOR & EXTERIOR RENOVATION (NO ADDITIONS) CONSTRUCTION APPLICABLE CODES 2012 INTERNATIONAL BUILDING CODE (IBC) INTERNATIONAL BUILDING CODE (IBC) 2012 UNIFORM MECHANICAL CODE UNIFORM MECHANICAL CODE 2012 UNIFORM PLUMBING CODE UNIFORM PLUMBING CODE 2012 INTERNATIONAL FIRE CODE INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2017 NATIONAL ELECTRICAL CODE (NEC) NATIONAL ELECTRICAL CODE (NEC) 2012 TAS-TEXAS DEPARTMENT OF LICENSING & REGULATION (ACCESSIBILITY) TAS-TEXAS DEPARTMENT OF LICENSING & REGULATION (ACCESSIBILITY) BUILDING AREA ALL EXISTING, UNCHANGED ALL EXISTING, UNCHANGED OCCUPANCY A-3; ASSEMBLY, NOT SPRINKLED BUILDING - UNCHANGED A-3; ASSEMBLY, NOT SPRINKLED BUILDING - UNCHANGED A-3; ASSEMBLY, NOT SPRINKLED BUILDING - UNCHANGED

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SCALE: " = 1'-0"

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ARCHITECTURE SITE PLAN

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CH-AA000

AutoCAD SHX Text 1/8

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%%UTRUE NORTH

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%%UTRUE NORTH

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AA101

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AA103

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AA106

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AA107

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AA108

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AA108

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AA108

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AA108

UNISEX

TOILET

VEST.

ANTE

ROOM

ALTAR

JAN.

CLST.

STOR.

NAVE

STOR.

STOR.

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106 107

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CHAPEL DEMOLITION AND

REHABILITATION FLOOR PLAN

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

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F

A

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E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

KK VR

Gordon PROGRAMMING 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

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 Midwest LLC.

847-279-0366

GIS, Inc.

(205) 941-0442

CONSTRUCTION DOCUMENTS 2 SUBMISSION

February 7, 202002/07/2020

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GRAB BAR

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GRAB BAR

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TOILET TISSUE DISPENSER

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FRAMED MIRROR

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WALL FINISH

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GARMENT HANGER H/C

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TO TOP

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PAPER TOWEL DISPENSER W/ WASTE RECEPTACLE

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(RECESSED)

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SEAT COVER DISPENSER

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(SURFACE MOUNT)

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WALL MTD. SINK W/SOAP DISPENSER, INSULATE PIPES

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FLOOR MNT. WATER CLOSET HANDICAPPED ACCESSIBLE

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EXISTING MASONRY WALLS

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WALL ANGLE

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FLOOR PLAN

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1. ALL EXISTING CARPET AND ASSOCIATED ADHESIVE TO ALL EXISTING CARPET AND ASSOCIATED ADHESIVE TO BE REMOVED. 2. BLACK RUBBER BASE TO BE REMOVED. BLACK RUBBER BASE TO BE REMOVED. 3. EXISTING WOOD VENEER, DOUBLE HOLLOW METAL EXISTING WOOD VENEER, DOUBLE HOLLOW METAL DOOR, FRAME, AND METAL THRESHOLD TO BE REMOVED. TAKE CARE NOT TO DAMAGE ADJACENT INTERIOR STONE PANEL AND EXTERIOR CONCRETE. 4. EXISTING WOOD PEWS TO REMAIN, TAKE CARE NOT EXISTING WOOD PEWS TO REMAIN, TAKE CARE NOT TO DAMAGE DURING CONSTRUCTION. CONTRACTOR TO RELOCATE IF NEEDED DURING CONSTRUCTION. COORDINATE RELOCATION WITH FACILITY MANAGER. 5. EXISTING FLOOR TILE TO BE REMOVED, TAKE CARE EXISTING FLOOR TILE TO BE REMOVED, TAKE CARE NOT TO DAMAGE EXISTING TERRAZZO FLOORING BENEATH TILE, NOTIFY ARCHITECT AND PROJECT MANAGER IF THERE APPEARS TO BE NO TERRAZZO BENEATH FLOOR TILE. REFER TO 13/CH-AA102 6. CONTRACTOR TO RELOCATE AND STORE ALL EXISTING CONTRACTOR TO RELOCATE AND STORE ALL EXISTING ELEMENTS TEMPORARILY WITH IN CHAPEL STORAGE ROOMS, THROUGHOUT CONSTRUCTION. COORDINATE WITH FACILITY MANAGER. 7. REMOVE EXISTING ACOUSTIC CEILING TILES AND GRID, REMOVE EXISTING ACOUSTIC CEILING TILES AND GRID, THIS ROOM. 8. REMOVE EXISTING ACOUSTIC CEILING TILES ONLY, REMOVE EXISTING ACOUSTIC CEILING TILES ONLY, THIS ROOM. 9. REMOVE ALL FLOOR AND WALL TILE FINISHES THIS REMOVE ALL FLOOR AND WALL TILE FINISHES THIS ROOM. PROVIDE ALL NEW 5/8" CEMENT BACKER BOARD IF NEEDED. 10. REMOVE ALL EXISTING PLUMBING FIXTURES AND REMOVE ALL EXISTING PLUMBING FIXTURES AND ACCESSORIES 11. DISMANTLE EXISTING DOOR, AND SALVAGE FOR DISMANTLE EXISTING DOOR, AND SALVAGE FOR REINSTALLATION

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REFLECTED CEILING PLAN

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1. STRIP, CLEAN, REPAIR AND REFINISH EXISTING STRIP, CLEAN, REPAIR AND REFINISH EXISTING TERRAZZO FLOOR THROUGHOUT CHAPEL, REFER TO 10/CH-AA102. 2. INSTALL NEW DOUBLE HOLLOW METAL DOOR INSTALL NEW DOUBLE HOLLOW METAL DOOR (INSULATED) WITH FRAME AND PANIC HARDWARE A. DOORS ARE TO RECEIVE WOOD VENEER ON FACE AND VERTICAL WOOD BATTENS, TO MATCH ADJACENT WOOD PANELS ON INTERIOR 3. INSTALL NEW WEATHER TIGHT METAL THRESHOLD INSTALL NEW WEATHER TIGHT METAL THRESHOLD 4. INSTALL NEW TERRAZZO FLOOR TO MATCH EXISTING, INSTALL NEW TERRAZZO FLOOR TO MATCH EXISTING, ASSUMING EXISTING IS BEYOND REPAIR BENEATH THE REMOVED FLOOR TILE. 5. CLEAN METAL FLOOR GRATE AND REPAINT TO MATCH CLEAN METAL FLOOR GRATE AND REPAINT TO MATCH EXISTING 6. INSTALL NEW RUBBER BASE, THIS ROOM INSTALL NEW RUBBER BASE, THIS ROOM 7. REPAIR CRACKED TERRAZZO FLOORING, REFER TO REPAIR CRACKED TERRAZZO FLOORING, REFER TO 3/CH-AA102 8. CLEAN, PREP AND REFINISH STONE ALTAR CLEAN, PREP AND REFINISH STONE ALTAR 9. REPAIR CRACKED WOOD PANEL, REFER TO REPAIR CRACKED WOOD PANEL, REFER TO 4/CH-AA102 10. ADJUST WOOD PANEL, TO MAKE FLUSH WITH ADJUST WOOD PANEL, TO MAKE FLUSH WITH ADJACENT PANEL, REFER TO 5/CH-AA102 11. REPAIR DAMAGED WOOD PANEL VENEER, REFER TO REPAIR DAMAGED WOOD PANEL VENEER, REFER TO 6/CH-AA102 12. RE-GROUT MARBLE PANELS THROUGHOUT CHAPEL RE-GROUT MARBLE PANELS THROUGHOUT CHAPEL WALLS AS NEEDED. PROVIDE GROUT IF NONE EXISTS AND REPLACE GROUT IF DAMAGED OR UNSOUND. NEW GROUT TO MATCH EXISTING, REFER TO 7/CH-AA102 FOR EXAMPLE OF EXISTING CONDITION 13. INSTALL STAINLESS STEEL GROMMET TO FILL VOID IN INSTALL STAINLESS STEEL GROMMET TO FILL VOID IN MARBLE PANEL, REFER TO 11/CH-AA102 14. APPLY LEAD PAINT ENCAPSULATING COMPOUND OVER APPLY LEAD PAINT ENCAPSULATING COMPOUND OVER ENTIRE CIRCULAR METAL STAIR CASE. PAINT ENTIRE CIRCULAR METAL STAIR CASE "BLACK" AFTER ENCAPSULATING COMPOUND HAS BEEN APPLIED. FOLLOW MANUFACTUER INSTRUCTIONS ON CURING TIME. A. DUMOND, LEAD STOP OR EQUAL DUMOND, LEAD STOP OR EQUAL 15. REPAIR AND REFINISH EXISTING CASEWORKREPAIR AND REFINISH EXISTING CASEWORK

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NOTES BY SYMBOL ' ' (RCP)

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1. INSPECT ALL EXISTING PLASTER CEILINGS. CLEAN, INSPECT ALL EXISTING PLASTER CEILINGS. CLEAN, PREP AND PAINT ALL PLASTER CEILINGS. PATCH OR REPAIR IF NEEDED. ASSUME 25 SF OF REPAIRS. 2. INSTALL NEW SUSPENDED GYPSUM BOARD CEILING, INSTALL NEW SUSPENDED GYPSUM BOARD CEILING, PAINT. REFER TO ROOM SCHEDULE. 3. EXISTING EXTERIOR WALL LIGHT FIXTURE, REFERENCE EXISTING EXTERIOR WALL LIGHT FIXTURE, REFERENCE ELECTRICAL 4. EXISTING RECESSED DOWN LIGHT, REFERENCE EXISTING RECESSED DOWN LIGHT, REFERENCE ELECTRICAL 5. EXISTING CEILING FAN, REFERENCE EXISTING CEILING FAN, REFERENCE ELECTRICAL 6. EXISTING SURFACE MOUNTED LIGHTS, REFERENCE EXISTING SURFACE MOUNTED LIGHTS, REFERENCE ELECTRICAL 7. EXISTING LIGHT COVE, CLEAN AND PAINT, REFERENCE EXISTING LIGHT COVE, CLEAN AND PAINT, REFERENCE ELECTRICAL FOR ADDITIONAL INFORMATION 8. EXISTING FABRIC AWNING EXISTING FABRIC AWNING 9. EXISTING CONCRETE CEILING, CLEAN AND PAINT. EXISTING CONCRETE CEILING, CLEAN AND PAINT. 10. NEW SUSPENDED GYPSUM PLASTER CEILING, PAINT NEW SUSPENDED GYPSUM PLASTER CEILING, PAINT TO MATCH EXISTING PLASTER COLOR. MATCH HEIGHT OF REMOVED TILE CEILING. 11. INSTALL NEW ACOUSTIC CEILING TILES ONLY, MATCH INSTALL NEW ACOUSTIC CEILING TILES ONLY, MATCH EXISTING TO BE REMOVED. CLEAN AND REPAIR EXISTING SUSPENDED CEILING GRID.

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AutoCAD SHX Text A. ALL EXISTING MARBLE STONE WALL PANELS ARE TO BE CLEANED ALL EXISTING MARBLE STONE WALL PANELS ARE TO BE CLEANED AND REHABILITATED, REFER TO SPECIFICATIONS B. ALL EXISTING STONE WALL PANELS AT ALTER ARE TO BE CLEANED ALL EXISTING STONE WALL PANELS AT ALTER ARE TO BE CLEANED AND REHABILITATED, REFER TO SPECIFICATIONS REHABILITATED, REFER TO SPECIFICATIONS C. ALL EXISTING VERTICAL WOOD BATTENS AND WALL PANELING TO BE ALL EXISTING VERTICAL WOOD BATTENS AND WALL PANELING TO BE CLEANED, PREPPED, AND REFINISHED IN ALL SPACES, MATCH EXISTING FINISH D. ALL EXISTING MARBLE WALL BASE TO BE CLEANED, REPAIRED, AND ALL EXISTING MARBLE WALL BASE TO BE CLEANED, REPAIRED, AND REFINISHED, REFER TO 9/CH-AA102 E. PAINT ALL EXISTING PAINTED WALLS AND CEILINGS 'P1' UNLESS NOTED PAINT ALL EXISTING PAINTED WALLS AND CEILINGS 'P1' UNLESS NOTED OTHERWISE, REFERENCE ROOM FINISH SCHEDULE F. ALL EXISTING WOOD INTERIOR DOORS AND HARDWARE ARE TO BE ALL EXISTING WOOD INTERIOR DOORS AND HARDWARE ARE TO BE CLEANED, REPAIRED, AND REFINISHED. REFER TO DOOR SCHEDULE

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%%UGENERAL FLOOR PLAN REHABILITATION NOTES

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B. NOTES BY SYMBOL ARE SHEET SPECIFIC.NOTES BY SYMBOL ARE SHEET SPECIFIC.

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%%UGENERAL NOTES

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%%UPLAN NORTH

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%%UTRUE NORTH

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ROOM FINISH/ COLOR LEGEND

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ACOUSTIC CEILING TILE, ONLY. -MATCH EXISTING

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EXISTING CONCRETE FLOOR

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6" RUBBER BASE - ROPPE #193 BLACK BROWN

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1. EXISTING CONCRETE CEILING, CLEAN, PREP AND PAINT. EXISTING CONCRETE CEILING, CLEAN, PREP AND PAINT. 2. REFINISH WOOD PANELING AND VERTICAL BATTENS. REFINISH WOOD PANELING AND VERTICAL BATTENS. 3. EXISTING PLASTER WALLS, ALL FOUR SIDES, CLEAN, EXISTING PLASTER WALLS, ALL FOUR SIDES, CLEAN, PREP AND PAINT. 4. EXISTING PLASTER CEILING, CLEAN PREP AND PAINT EXISTING PLASTER CEILING, CLEAN PREP AND PAINT 'P1'. 5. CLEAN, REPAIR AND REFINISH MARBLE BASE, THIS CLEAN, REPAIR AND REFINISH MARBLE BASE, THIS ROOM. 6. ALL WALLS ARE EXISTING COATED MASONRY, CLEAN, ALL WALLS ARE EXISTING COATED MASONRY, CLEAN, PREP, AND PAINT. 7. EXISTING CEILING GRID TO REMAIN, REPLACE ACOUSTIC EXISTING CEILING GRID TO REMAIN, REPLACE ACOUSTIC CEILING TILES ONLY, AND REPAIR GRID AS NEEDED. 8. NEW GYPSUM CEILING, PAINT 'P1' UNLESS NOTED NEW GYPSUM CEILING, PAINT 'P1' UNLESS NOTED OTHERWISE. 9. NEW GYPSUM PLASTER CEILING, COORDINATE HEIGHT NEW GYPSUM PLASTER CEILING, COORDINATE HEIGHT WITH ABOVE CEILING EQUIPMENT.

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PM

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CEILING DETAIL, TYP.

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HEAD

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DOOR SCHEDULE, TYPES AND

DETAILS

Project Number

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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

KK VR

Gordon PROGRAMMING 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

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…