10_131-135_851PC2048_HNC_BD_Plans.pdf

PDF 12 MB Posted Jul 10, 2020

Attached to: Y1PC--Houston National Cemetery Phase 5 Expansion
Solicitation number: 36C10F20R0055
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for Phase 5 expansion of Houston National Cemetery in Texas. The project will construct additional gravesites and cemetery improvements including approximately 14,000 preplaced crypt full casket gravesites, 350 oversize pre-placed crypt casket gravesites, approximately 2,000 traditional in-ground cremains, and approximately 8,000 columbarium niches. It also includes a 300-gravesite Hybrid Natural Memorial Wall and Ossuary, new gate entrance, roads, parking, utilities, signage and site furnishings. Work is to be completed within 730 calendar days of receipt of the Notice to Proceed. The construction cost is estimated between $20-50 million. The solicitation is set aside for 100% Service-Disabled Veteran Owned Small Businesses and is issued by the Department of Veterans Affairs Office of Construction and Facilities Management. Proposals are due August 10, 2020. Offerors must be listed as an SDVOSB in the Vendor Information Pages database upon submission.

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A I L S

I N

O O

T I N

2'-0"

ARCHITECTURAL PRE-CAST

CONCRETE SIGN POST, TYP.

ARCH. PRE-CAST

CONCRETE COLLAR, TYP.

FINISHED GRADE

COMPACTED STONE

BACKFILL AND BASE

COMPACTED SUBGRADE

I D

O S

Y P

S I D

I G

A N

E L

V A

R I E

I G

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A I L S

ELEVATION

CS830

RECESS IN CONCRETE POST,

ALL (4) SIDES*

* RECESSES IN CEMETERY

MAP POSTS ON (3) SIDES

ONLY, SEE DETAIL 3/CI832

ARCHITECTURAL PRE-CAST

CONCRETE COLLAR

CONCRETE POST

1/2" CHAMFER 4 SIDES.

TOP ONLY.

1/2" GAP BETWEET POST

AND COLLAR; NO CAULK

BETWEEN POST AND

COLLAR

2'-0"

1 2

PLAN

ELEVATION

EXTRUDED ALUMINUM SIGN

CABINET FRAMING WITH 1/8" THICK

ALUMINUM FACE PANEL; FRONT

SIGN PANEL TYP. ALL SIGNS

PLAN

1 2

PROVIDE (4) #3 REBAR EQUALLY

SPACED. 1" CHAMFER AT TOP OF

POST

" RECESS TYP.

ARCHITECTURAL PRE-CAST

CONCRETE POST, LIGHT SAND

BLAST FINISH, TYP.

1" 1"

STREET SIGNS (ST) AND LOW

PROFILE REGULATORY SIGNS

(REG), ALL (4) SIDES OF POST

HAVE RECESSED AREA

CI830

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

ELEVATION

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

1'-6"

9" 9"

NOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN THE

FIELD IS FROM BACK OF CURB TO FACE OF POST.

FINISH GRADE

POST FOOTING,

TYP.

R E

C E

S S

E D

A R

E A

CONCRETE SIGN POST,

TYP. RECESS OCCURS

ALL FOUR SIDES.

ALUMINUM SIGN CABINET

ASSEMBLY W/ 1/8" THICK SIGN

PANELS (SIDES, TOP &

BOTTOM); POWDER COATED

FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 CAST

BRONZE (CUSTOM COLOR);

TEXT SHALL BE HELVETICA;

PROVIDE SHOP DRAWINGS

ARCH. PRE-CAST

CONCRETE COLLAR

CI830

SIGN CABINET ATTACHMENT

CI830

LIGHT DUTY CONC. PAVEMENT

FRONT SIGN PANEL

ASSEMBLY, TYP. ALL SIGNS

SIGN POST

2'-0"

PLAN

1" X 1" MIN. EXTRUDED ALUMINUM FRAMING

MEMBER WITH , 1/8" MIN THICK WALLS;

MITERED CORNERS; WELD AND GRIND

SMOOTH. POWDER COAT FINISH ALL

EXPOSED SURFACES TO MATCH SIGN PANEL.

NEOPRENE WASHER

ARCH. PRE-CAST CONCRETE POST

CONT. WELD GROUND SMOOTH

STAINLESS STEEL WASHER

3/8" X 3" S.S. BOLT AND EXPANSION SHIELD

CONT. WELD

FIELD DRILLED HOLE

EXP. SHIELD

1/8" ALUMINUM SIGN PANEL ATTACHED TO

FRAMING MEMBER BODY

SIGN FRAME AND MOUNTING

SECTION ENLARGEMENT

1'-6"

1 8

3 8

1'-6"

3 4

1'-6"

1 2

3 4

1 4

3 4

1 4

3 4

1 4

1 2

3 4

1'-6"

1 2

5 8

1 4

5 8

1'-6"

E Q

EQ. EQ.

COLOR

MP55153

COLOR

MP32071

SIGN KEY: REG.1 SIGN KEY: REG.2

SIGN KEY: REG.3 SIGN KEY: REG.4

SIGN KEY: REG.5 SIGN KEY: REG.6

COLOR

MP55153

COLOR

MP32071

5" HT.

TEXT

1 4

" 7

" 5

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

POST FOOTING,

TYP.

FINISH GRADE

ARCHITECTURAL PRE-CAST CONCRETE

SECTION MARKER W/ 1" CHAMFER @

ALL EXPOSED CORNERS @ 3/8" DEPTH

RECESS AREA (ALL FOUR SIDES); CAST

W/ (4) #3 REBAR EQUALLY SPACED,

LIGHT SAND BLAST FINISH. SEE PLAN

VIEW ABOVE

ALUMINUM SIGN PANEL, TYP. ALL (4)

SIDES OF POST, SEE DETAIL 8, THIS PAGE

ARCH. PRE-CAST

CONCRETE COLLAR

CI830

CHAMFER, TYP.

10"

ALUMINUM SIGN PANEL

1/8" THICK, TYP.

3/16" X 2" S.S. TAMPER

PROOF SCREW AND

EXPANSION SHIELD, TYP.

" TYP.

PROVIDE (4) #3 REBAR

EQUALLY SPACED. 1"

CHAMFER AT TOP OF POST

ARCHITECTURAL PRE-CAST

CONCRETE POST, LIGHT

SAND BLAST FINISH, TYP.

10"

" TYP.

CI830

1/4" DIA. HOLES TO RECEIVE SCREWS

1/8" THICK ALUMINUM SIGN PANEL; SEE SIGN

SCHEDULE FOR COPY; FINISH TO BE POWDER

COATED FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 CAST BRONZE

(CUSTOM COLOR); PROVIDE SHOP DRAWINGS

SEE SECTION MARKER NAMING

CONVENTION FOR SIGN COPY. COPY TO

BE HELVETICA BOLD CONDENSED 2" HT.

MIN. PROVIDE 2 1/4" HT. WHERE POSSIBLE.

USE 2 LINES OF TEXT FOR THREE LETTER

SECTIONS. VINYL LETTING COLOR WHITE,

EQUAL TO MATTHEWS NO. MP32071

1 2

ARCHITECTURAL PRE-CAST

CONCRETE COLLAR

CONCRETE POST

1/2" CHAMFER 4 SIDES.

TOP ONLY.

1/2" GAP BETWEET POST

AND COLLAR; NO CAULK

BETWEEN POST AND

COLLAR

2'-0"

11"

PLAN

ELEVATION

S a v e a t

F i l

N 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

C I

E T

A I L

S d w g

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

CI830

NEW SITE SIGNAGE

DETAILS 1

Scale: NTS

TYPICAL SIGN POST AND SETTING

Scale: 1"=1'-0"

TYPICAL CONCRETE COLLAR

Scale: NTS

TYPICAL SIGN POST

Scale: NTS

TYPICAL SIGN CABINET ATTACHMENT

Scale: NTS

LOW PROFILE REGULATORY SIGN

Scale: NTS

SECTION MARKER

Scale: NTS

SECTION MARKER PLAQUE

Scale: NTS

SECTION MARKER COLLAR

SECTION MARKER - PLAN VIEW

SECTION MARKER - ELEVATION VIEW

AutoCAD SHX Text

STOP

AutoCAD SHX Text Speed Limit

AutoCAD SHX Text

NO FIREARMS

AutoCAD SHX Text

OR WEAPONS

AutoCAD SHX Text

ALLOWED ON

AutoCAD SHX Text

THIS PROPERTY

AutoCAD SHX Text

NOTICE

AutoCAD SHX Text Vehicles

AutoCAD SHX Text Authorized

AutoCAD SHX Text Only

AutoCAD SHX Text One

AutoCAD SHX Text Way

AutoCAD SHX Text

YIELD

NOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN THE

FIELD IS FROM BACK OF CURB TO FACE OF POST.

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

V A

R I E

S E

S I G

C O

P Y

3'-0"

1'-6" 1'-6"

ELEVATION

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

R E

C E

S S

E D

A R

E A

PLAN

1 2

3'-0" FROM

BACK OF CURB

2'-0"

LIGHT DUTY CONC.

PAVEMENT

SIGN CABINET ASSEM.

SIGN POST

FINISH GRADE

POST FOOTING,

TYP.

CONCRETE SIGN

POST, TYP. RECESS

OCCURS (3) SIDES.

ALUMINUM SIGN CABINET

ASSEMBLY W/ 1/8" THICK SIGN

PANELS (SIDES, TOP &

BOTTOM); POWDER COATED

FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 CAST

BRONZE (CUSTOM COLOR);

PROVIDE SHOP DRAWINGS

COPY & GRAPHICS TO BE

REFLECTIVE WHITE EQUAL TO

3M DG3 DIAMOND GRADE, 4090

HIGH PERFORMANCE;

TYPEFACE TO BE HELVETICA,

INITIAL CAP & LOWER CASE,

HEIGHT AS NOTED

ARCH. PRE-CAST

CONCRETE COLLAR

CI830

V A

R I E

NOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN THE

FIELD IS FROM BACK OF CURB TO FACE OF POST.

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

3'-0"

1'-6" 1'-6"

ELEVATION

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

R E

C E

S S

E D

A R

E A

PLAN

1 2

3'-0" FROM

BACK OF CURB

2'-0"

LIGHT DUTY CONC.

PAVEMENT

SIGN CABINET ASSEM.

SIGN POST

FINISH GRADE

POST FOOTING,

TYP.

CONCRETE SIGN

POST, TYP. RECESS

OCCURS (3) SIDES.

ALUMINUM SIGN CABINET

ASSEMBLY W/ 1/8" THICK SIGN

PANELS (SIDES, TOP &

BOTTOM); POWDER COATED

FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 CAST

BRONZE (CUSTOM COLOR);

PROVIDE SHOP DRAWINGS

COPY & GRAPHICS TO BE

REFLECTIVE WHITE EQUAL TO

3M DG3 DIAMOND GRADE, 4090

HIGH PERFORMANCE;

TYPEFACE TO BE HELVETICA,

INITIAL CAP & LOWER CASE,

HEIGHT AS NOTED

ARCH. PRE-CAST

CONCRETE COLLAR

CI830

3'-0"

1 2

5 8

Y P

1 2

Y P

5 8

SIGN KEY: INFO.1

3'-0"

" 2

" 1

SIGN KEY: PPA.2

3 4

1 2

3 4

3'-0"

1 2

SIGN KEY: PPA.3

3'-0"

1 2

SIGN KEY: PPA.4

" 2

" 1

3'-0"

1 2

SIGN KEY: PPA.5

" 2

" 1

3'-0"

1 2

SIGN KEY: PPA.8

" 2

" 1

3'-0"

3 4

1 2

3 4

" 2

" 1

SIGN KEY: PPA.1

3'-0"

1 2

SIGN KEY: PPA.6

" 2

" 1

3'-0"

1 2

SIGN KEY: PPA.7

" 2

" 1

3'-0"

1 2

SIGN KEY: PPA.9

" 2

" 1

3'-0"

1 2

SIGN KEY: PPA.10

" 2

" 1

3'-0"

3 4

1 2

3 4

SIGN KEY: PPA.11

S a t

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

C I

E T

A I L

S d w g

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

CI831

NEW SITE SIGNAGE

DETAILS 2

Scale: NTS

DIRECTIONAL/INFORMATIONAL SIGN

Scale: NTS

INFORMATIONAL SIGN (INFO)

AutoCAD SHX Text Text As Shown

AutoCAD SHX Text

GREEN BURIAL SECTION

AutoCAD SHX Text This green burial section provides veterans and their families with a "green" burial alternative to

AutoCAD SHX Text traditional burial methods. These gravesites contain only environmentally sound, biodegradable

AutoCAD SHX Text materials, and the grounds of the section are being maintained to the standards required for

AutoCAD SHX Text certification by the Green Burial Council (GBC). These standards promote the use of a naturalized

AutoCAD SHX Text landscaping that conserves natural resources, and minimizes or eliminates the use of more intensive

AutoCAD SHX Text groundskeeping activities such as irrigation, mowing, fertilizer, pesticides, etc.

AutoCAD SHX Text Internment into this green burial section is optional and upon family request. The guidelines and

AutoCAD SHX Text restrictions in place for this section are intended to preserve and enhance the natural characteristics

AutoCAD SHX Text and appreaance. Introduction of non-native plantings and use of artificial floral arrangements are not

AutoCAD SHX Text allowed. Please visit the Cemetery Administration Office is you have questions or desire more

AutoCAD SHX Text information about this burial section.

AutoCAD SHX Text Sections 10-23

AutoCAD SHX Text Memorial Walls

AutoCAD SHX Text Ossuary

AutoCAD SHX Text Columbarium Sections C15-19

AutoCAD SHX Text Columbarium Sections C20-23

AutoCAD SHX Text Sections 1-2

AutoCAD SHX Text Section GB

AutoCAD SHX Text Exit

AutoCAD SHX Text Columbarium Sections C20-23

AutoCAD SHX Text Columbarium Sections C10-11

AutoCAD SHX Text Columbarium Sections C8-9

AutoCAD SHX Text Columbarium Sections C12-14

AutoCAD SHX Text Columbarium Sections C3-5

Accessible Route

1'-0"

SIGN POST TO MEET TxDOT

STANDARDS

FINISH GRADE

(LAWN OR PAVEMENT)

3,000 PSI (MIN.) CONC.

FOOTING; PROVIDE 1/4"

PER FOOT WASH ON TOP

COMPACTED SUBGRADE

I N

O N

E P

T H

1'-0" DIA.

ENSURE

POSITIVE

DRAINAGE

AWAY FROM

POST

FINISH GRADE

TO BE 1/2"

BELOW TOP

OF FOOTING

ELEVATION

1/2" RADIUS

AROUND ALL

EDGES

SIGN PANEL HEAVY DUTY

ALUMINUM. LETTERING TO

COMPLY WITH THE U.S.

DEPARTMENT OF VETERANS

AFFAIRS NATIONAL CEMETERY

SIGNS DESIGN GUIDELINES

SECTION 12; BACKGROUND COLOR

TO BE COLOR B2 (HANDICAPPED

BLUE) MP15085. TYPE COLOR TO

BE COLOR B7 WHITE MP32071.

3'-0"

1'-3" 1'-3"

7 8

SIGN KEY: TREG.1

SIGN PANEL HEAVY DUTY ALUMINUM.

LETTERING AND COLORS TO COMPLY

WITH THE MUTCD LATEST EDITION OF

STANDARD HIGHWAY SIGNS.

ARCHITECTURAL PRE-CAST

CONCRETE SIGN POST, TYP.

ARCH. PRE-CAST

CONCRETE COLLAR, TYP.

FINISHED GRADE

ELEVATION

CI830

METAL SIGN PANEL

RECESS IN CONCRETE POST,

ALL (4) SIDES

POST FOOTING,

TYP.

CI830

1 2

3 4

SIGN KEY: ST.1

SEE SIGN SCHEDULE FOR STREET NAMES

1/8" THICK ALUMINUM SIGN

PANEL; SEE SIGN SCHEDULE

FOR COPY; FINISH TO BE

POWDER COATED FINISH,

COLOR TO MATCH MATTHEWS

NO. MP07458 CAST BRONZE

(CUSTOM COLOR); PROVIDE

SHOP DRAWINGS

SEE NEW SITE SIGNAGE

SCHEDULE FOR SIGN COPY.

COPY TO BE HELVETICA

BOLD CONDENSED 2 5/8" HT.

VINYL LETTING COLOR

WHITE, EQUAL TO

MATTHEWS NO. MP32071

4'-0"

CONTRACTOR PROVIDED,

FIBER-REINFORCED POLYESTER SIGN

PANEL (1/8" THICK MIN., SINGLE-FACE

WITH NON-GLARE MATTE FINISH); COPY

& GRAPHICS TO BE PERMANENTLY

EMBEDDED IN THE PANEL (NO

LAMINATES ACCEPTED); SEE

SPECIFICATIONS; ELECTRONIC FILE

(JPEG OR TIFF) OF GRAPHIC WILL BE

PROVIDED TO THE CONTRACTOR

DURING THE SUBMITTAL REVIEW

PERIOD.

SIGN KEY: INFO.2

NOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN THE

FIELD IS FROM BACK OF CURB TO FACE OF POST.

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

4'-0"

2'-0" 2'-0"

ELEVATION

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

R E

C E

S S

R E

I D

E S

PLAN

3 4

1 2

3'-0" FROM

BACK OF CURB

5'-7

" 7

LIGHT DUTY CONC. PAVEMENT

SIGN CABINET ASSEM.

SIGN POST

FINISH GRADE

POST FOOTING,

TYP.

CONCRETE SIGN

POST, TYP. RECESS

OCCURS (3) SIDES.

ALUMINUM SIGN CABINET ASSEMBLY W/

1/8" THICK PANELS (SIDES, TOP &

BOTTOM); POWDER COATED FINISH,

COLOR TO MATCH MATTHEWS NO.

MP07458 CAST BRONZE (CUSTOM COLOR);

PROVIDE SHOP DRAWINGS

COPY & GRAPHICS TO BE REFLECTIVE

WHITE EQUAL TO 3M DG3 DIAMOND

GRADE, 4090 HIGH PERFORMANCE;

TYPEFACE TO BE HELVETICA, INITIAL CAP

& LOWER CASE, HEIGHT AS NOTED

ARCH. PRE-CAST

CONCRETE COLLAR

SIDE B

SIDE A

CI830

V A

R I E

E T

A I L

ARCHITECTURAL PRE-CAST

CONCRETE SIGN POST, TYP.

ARCH. PRE-CAST

CONCRETE COLLAR, TYP.

FINISHED GRADE

V A

R I E

E T

A I L

ALUMINUM SIGN PANEL, TYP.

CI803

CI832

I N

O O

T I N

2'-0"

COMPACTED STONE

BACKFILL AND BASE

COMPACTED SUBGRADE

ELEVATION

1 2

PROVIDE (4) #3 REBAR EQUALLY

SPACED. 1" CHAMFER AT TOP OF

POST

3 8

E C

E S

Y P

ARCHITECTURAL PRE-CAST

CONCRETE POST, LIGHT SAND

BLAST FINISH, TYP.

ALUMINUM SIGN CABINET

AND ATTACHMENT, TYP.

1" 1"

CI832

STREET SIGNS (ST) AND LOW

PROFILE REGULATORY SIGNS

(REG), ALL (4) SIDES OF POST

HAVE RECESSED AREA

ATTACH ALUMINUM FRAMING MEMBER/SLIDE BODY TO

PRECAST CONCRETE POSTS WITH 3/16" DIA. MIN. X 3"

STAINLESS STEEL BOLT AND SHIELD.

SECTION

ARCH. CONCRETE POST, TYP.

CI832

NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALUMINUM

SIGN CABINET ASSEMBLY AND ATTACHMENT METHOD FOR APPROVAL.

1/8" THICK ALUMINUM SIGN PANEL AND CORRESPONDING

EXTRUDED 1/8" THICK ALUMINUM FRAMING

MEMBER/SLIDE BODY. SIGN PANEL SHALL BE ABLE TO BE

REMOVED FROM FRAMING MEMBERS/SLIDE BODY

WITHOUT IMPACTING PRECAST CONCRETE POSTS. ALL

EXPOSED ALUMINUM SURFACES TO BE POWDER COATED

FINISH, COLOR TO MATCH MATTHEWS NO. MP07458

(CUSTOM COLOR); PROVIDE SHOP DRAWINGS

2" DEEP MIN. EXTRUDED ALUMINUM FRAMING MEMBER/SLIDE BODY

WITH 1/8" MIN. THICK WALLS. MITERED CORNERS. WELD AND GRIND

SMOOTH. ALL EXPOSED ALUMINUM SURFACES TO BE POWDER

COATED FINISH, COLOR TO MATCH MATTHEWS NO. MP07458 (CUSTOM

COLOR); PROVIDE SHOP DRAWINGSSEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

1/2" PANEL RETAINER

S a t

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

C I

E T

A I L

S d w g

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

CI832

NEW SITE SIGNAGE

DETAILS 3

Scale: NTS

TALL TRAFFIC REGULATORY SIGN

Scale: NTS

STREET SIGN

Scale: NTS

CEMETERY DIRECTORY SIGN (MAP)

Scale: NTS

CEMETERY DIRECTORY SIGN POST FOOTING

Scale: NTS

CEMETERY DIRECTORY SIGN CABINET ASSEMBLY

Scale: NTS

CEMETERY DIRECTORY SIGN POST

AutoCAD SHX Text

STOP

AutoCAD SHX Text

STOP

AutoCAD SHX Text Street Name

AutoCAD SHX Text Cemetery

AutoCAD SHX Text Area for Map of

AutoCAD SHX Text Cemetery

Area for Map of

REG.1-1

REG.1-2

REG.1-3

REG.1-4

REG.2-1

REG.2-2

REG.2-3

REG.2-4

REG.3-1

REG.4-1

REG.5-1

REG.5-2

REG.6-1

REG.6-2

NC-03.01A

NC-03.01B

NC-01.03D

NC-03.01F

NC-03.01G

NC-03.01C

STOP

YIELD

NO FIREARMS

SPEED LIMIT 15 MPH

AUTHORIZED VEHICLES

ONE WAY

No: 13904442.75

Ea: 3094577.74

No: 13904338.38

Ea: 3094581.99

No: 13904413.16

Ea: 3094669.77

No: 13903193.54

Ea: 3094230.80

No: 13903390.05

Ea: 3095463.58

No: 13903216.88

Ea: 3095339.29

No: 13902566.78

Ea: 3093572.47

No: 13902699.32

Ea: 3093560.21

No: 13904534.48

Ea: 3094572.40

No: 13904494.55

Ea: 3094574.73

No: 13904312.24

Ea: 3094214.25

No: 13902134.18

Ea: 3094237.25

No: 13903358.64

Ea: 3095482.68

No: 13903236.09

Ea: 3095372.14

N, 2, 3

W, 2, 3

E, 2, 3

N, 2, 3

W, 2, 3

S, 2, 3

N, 2, 3

S, 2, 3

N, 1, 3

W, 1, 3

PPA.1-1

PPA.1-2

PPA.1-3

PPA.1-4

PPA.1-5

PPA.1-6

PPA.2-1

PPA.2-2

PPA.2-3

PPA.3-1

PPA.3-2

PPA.4-1

PPA.5-1

PPA.6-1

PPA.7-1

PPA.8-1

PPA.9-1

PPA.10-1

PPA.11-1

NC-04.01B

NC-04.01C

NC-04.01B

NC-04.01C

EXIT (LEFT ARROW)

EXIT (RIGHT ARROW)

EXIT (LEFT ARROW)

SECTIONS 10-23 (RIGHT

ARROW)

SECTIONS 10-23 (LEFT

ARROW)

SECTIONS 10-23 (UP

ARROW)

MEMORIAL WALLS /

OSSUARY

MEMORIAL WALLS /

OSSUARY

COLUMBARIUM

SECTIONS C15-19 (LEFT

ARROW),

COLUMBARIUM

SECTIONS C20-23

(RIGHT ARROW)

COLUMBARIUM

SECTIONS C20-23 (UP

ARROW)

COLUMBARIUM

SECTIONS C20-23 (UP

ARROW),

COLUMBARIUM

SECTIONS C10-11

(RIGHT ARROW)

COLUMBARIUM

SECTIONS C8-9 (UP

ARROW)

SECTIONS 1-2, SECTION

GB (UP ARROW)

COLUMBARIUM

SECTIONS C12-14 (UP

ARROW)

COLUMBARIUM

SECTIONS C3-5

ACCESSIBLE ROUTE

No: 13904009.73

Ea: 3093918.85

No: 13904009.73

Ea: 3093918.85

No: 13902614.95

Ea: 3092619.20

No: 13902343.48

Ea: 3094060.88

No: 13903661.89

Ea: 3093414.32

No: 13903661.89

Ea: 3093414.32

No: 13903073.82

Ea: 3094210.24

No: 13903273.76

Ea: 3094199.76

No: 13903991.07

Ea: 3093966.07

No: 13903323.36

Ea: 3094142.76

No: 13903436.41

Ea: 3094120.85

No: 13903582.20

Ea: 3094073.82

No: 13903866.82

Ea: 3093951.20

No: 13903832.04

Ea: 3093734.26

No: 13903889.67

Ea: 3093676.31

No: 13902343.48

Ea: 3094060.88

No: 13902992.81

Ea: 3093596.89

No: 13903991.65

Ea: 3091993.97

No: 13903089.31

Ea: 3093601.59

S, 1, 4, 5

N, 1, 4, 5

S, 1, 3

E, 2, 4

N, 1, 4, 5

S, 1, 4, 5

S, 2, 3

N, 2, 3

W, 2, 3

E, 1, 3

E, 1, 3, 5

E, 1, 3

N, 1, 3

S, 1, 3

W, 2, 3, 5

W, 1, 3, 5

N, 1, 3

W, 1, 3

INFO.1-1 NC-01.01A

GREEN BURIAL

SECTION

No: 13902115.09

Ea: 3095149.62

W, 2, 3

TREG.1-1

MUTCD R1-1 (M1)

STOP

No: 13904547.40

Ea: 3094608.12

S, 2, 3

ST.1-1

ST.2-1

ST.3-1

ST.4-1

ST.5-1

ST.6-1

NC-06.01C2

MILITARY DRIVE, OAK

STREET (TWO PANELS)

WOODLAWN STREET,

PINE STREET (TWO

PANELS)

VETERANS CIRCLE,

MEMORIAL ROAD (TWO

PANELS)

NEW STREET #1,

PATRIOT DRIVE

NEW STREET #1, NEW

CIRCLE #1

MEMORIAL DRIVE, NEW

CIRCLE #1

No: 13902626.81

Ea: 3091953.30

No: 13902122.04

Ea: 3092664.52

No: 13903239.97

Ea: 3093066.35

No: 13903198.14

Ea: 3094213.18

No: 13903214.11

Ea: 3095360.06

No: 13903368.99

Ea: 3095459.90

NEED CEMETERY

INPUT ON NAME

NEED CEMETERY

INPUT ON NAME

NEED CEMETERY

INPUT ON NAME

MAP.1-1 NC-02.01A CEMETERY DIRECTORY

No: 13902597.81

Ea: 3091932.92

W, 2, 3

S a t

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

C I

N A

L A

N d w g

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

CI833

NEW SITE SIGNAGE

SCHEDULE

KEYED NOTES

N NORTH

S SOUTH

E EAST

W WEST

1 PARALLEL TO ROAD

2 PERPENDICULAR TO ROAD

3 SINGLE SIDED

4 DOUBLE SIDED

5 REPLACEMENT FOR EXISTING SIGN

NEW WELL

/PUMP

(REFER TO

IRRIGATION

DRAWINGS)

SECTION 13

2,944 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 14

2,832 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 22

2,992 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 23

2,376 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 12

2,856 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 10

350 OVERSIZED

DOUBLE-DEPTH

PRE-PLACED CRYPTS

(4'X10' PLOTS)

SECTION 20

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

SECTION 19

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

SECTION GB

300 HYBRID NATURAL

(GREEN) BURIAL SECTION

(5'X10' PLOTS)

CONTRACTOR LAYDOWN

/STAGING AREA

EXPANDED POND

AREA

ALDINE WESTERN ROAD

24' ASPHALT ROAD

(65' RIGHT OF WAY)

NEW WELL

/PUMP

(REFER TO

IRRIGATION

DRAWINGS)

SECTION 132,944 DOUBLE-DEPTHPRE-PLACED CRYPTS(3'X8' PLOTS)

SECTION 14

2,832 DOUBLE-DEPTHPRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 22

2,992 DOUBLE-DEPTHPRE-PLACED CRYPTS(3'X8' PLOTS)

SECTION 232,376 DOUBLE-DEPTHPRE-PLACED CRYPTS(3'X8' PLOTS)

SECTION 12

2,856 DOUBLE-DEPTHPRE-PLACED CRYPTS(3'X8' PLOTS)

SECTION 10

350 OVERSIZED

DOUBLE-DEPTHPRE-PLACED CRYPTS

(4'X10' PLOTS)

SECTION 20

1,000 IN-GROUNDCREMAINS SITES

(4'X4' PLOTS)

SECTION 191,000 IN-GROUND

CREMAINS SITES(4'X4' PLOTS)

SECTION GB

300 HYBRID NATURAL(GREEN) BURIAL SECTION(5'X10' PLOTS)

CONTRACTOR LAYDOWN/STAGING AREA

EXPANDED POND

AREA

ALDINE WESTERN ROAD

24' ASPHALT ROAD

(65' RIGHT OF WAY)

X X

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 MS AC, LI

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 February 7, 2020

L-100

OVERALL LANDSCAPE PLAN

KEY MAP

not to scale

NORTH

00 120' 240'

SCALE: 1" = 120'-0"

L-101

L-102

L-104 (1)

L-103 (2)

L-103 (1)

L-104 (2)

AutoCAD SHX Text ±5%

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

Auto…

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File details come from the government source that posted it. Updated Jul 10, 2020.