S02_Attachment-14_Plans_916CM3017_Part12.pdf

ELEVATION

PLAN VIEW

6"

2"x4" FRAMING 4"x4" POSTS (TYP.)

FACE

41 2" 41 2"

2'

6' 3'

1'- 7"

4'- 5"

8'

ALL VISIBLE SURFACES TO

BE PRIMED AND PAINTED

SIGN ATTACHED TOGETHER

WITH WOOD SCREWS & LAG

BOLTS

FACE PANEL TO BE AN EXTERIOR

GRADE. M.D.O. SHEET OR AN

ALUMINUM SKIN LAMINATED TO A

WOOD OR PLASTIC CORE IS

PREFERRED WITH EDGES

PHYSICALLY SEALED.

4"x4" POSTS

FINISHED GRADE (TYP.)

4'

MI

N.

EQ

EQ

4"x4" POSTS

FINISHED GRADE (TYP.)

4'

MI

N.

END VIEW

2"x4" FRAMING

SIZE:

SIGN PANEL: 6' HIGH x 8' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE INFORMATION DESIGNATING

THE SPECIFIC "DEPARTMENT OF VETERANS AFFAIRS" PROJECT UNDER

CONSTRUCTION AS WELL AS THE NAME OF THE GENERAL CONTRACTOR & OTHER

PROJECT SPECIFIC CONSULTANTS.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR DIMENSIONS.

SIGN COMPONENTS:

POSTS AND FRAMED MEDIUM DENSITY OVERLAY (M.D.O.) PLYWOOD OR

ALUMINUM SIGN PANEL.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

BACKGROUND: VA BLUE & WHITE

TYPE: BLACK

REFER TO COLOR CHART IN THE VA SIGNAGE DESIGN MANUAL "SECTION 12:

NATIONAL CEMETERY SIGNS"

TYPOGRAPHY:

HELVETICA BOLD

MOUNTING:

POST MOUNTED FRAMED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT THE ENTRY, OR A VISIBLE

LOCATION, ON A CONSTRUCTION SITE.

V A

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2'-0"

ARCHITECTURAL PRE-CAST

CONCRETE SIGN POST, TYP.

ARCH. PRE-CAST CONCRETE

COLLAR, TYP.

FINISHED GRADE

COMPACTED

STONE

BACKFILL AND

BASE

COMPACTED

SUBGRADE

V A

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S

E E

S H

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ALUMINUM SIGN PANEL, TYP.

CI501

CI501

ELEVATION

FOOTING CONFIGURATION CHART

PLAN SECTION

1 2

PROVIDE (4) #3 REBAR EQUALLY SPACED.

1" CHAMFER AT TOP OF POST

4"

3 8

R

E C

E S

S

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ARCHITECTURAL PRE-CAST CONCRETE POST,

LIGHT SAND BLAST FINISH, TYP.

FOR TYPICAL ALUMINUM SIGN CABINET AND

ATTACHMENT METHOD SEE DETAIL 3/CI501

(THIS SHEET); FOR LOW PROFILE TRAFFIC

REGULATORY SIGN CABINET ATTACHMENT

METHOD SEE DETAIL 3/CI502

1" 1"

STREET SIGNS (ST) AND LOW PROFILE

REGULATORY SIGNS (REG), ALL (4) SIDES

OF POST HAVE RECESSED AREA

ARCHITECTURAL PRE-CAST CONCRETE

SIGN POST

ATTACH ALUMINUM FRAMING MEMBER/SLIDE BODY TO

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

x 3" STAINLESS STEEL BOLT AND SHIELD.

SECTION

ARCH. CONCRETE POST, TYP.

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 ARCH. PRECAST

CONCRETE POSTS. ALL EXPOSED ALUMINUM

SURFACES TO BE POWDER COATED FINISH.

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.

1/2" PANEL RETAINER

CI501

4'

3' 3'

11 2" 11 2"

11 2"

9" 4"

ALL VISIBLE SURFACES

TO BE PRIMED AND PAINTED

SIGN ATTACHED TOGETHER

WITH WOOD SCREWS & LAG BOLTS

CHANGEABLE NUMBERS

3 4"

3'

MI

N.

FINISHED GRADE (TYP.) FINISHED GRADE (TYP.)

SIZE:

SIGN PANEL: 3' HIGH x 4' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE

INFORMATION REGARDING FREQUENCY OF ON SITE

CONSTRUCTION RELATED ACCIDENTS. SIGN PANEL

IS BUILT WITH A REGION TO DISPLAY CHANGEABLE

NUMBERS TO INDICATE THE NUMBER OF DAYS

SINCE TIME WAS LOST DUE TO A CONSTRUCTION

ACCIDENT.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR

DIMENSIONS.

SIGN COMPONENTS:

POSTS (METAL OR WOOD) AND MEDIUM DENSITY

OVERLAY (M.D.O.) PLYWOOD OR ALUMINUM SIGN

PANEL. SIGN PANEL MAY OR MAY NOT BE FRAMED.

SIGN PANEL IS EQUIPPED WITH A REGION TO

DISPLAY CHANGEABLE NUMBERS.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

FOR BACKGROUND, TYPE AND GRAPHIC COLORS,

REFER TO COLOR CHART IN THE VA SIGNAGE

DESIGN MANUAL "SECTION 12: NATIONAL CEMETERY

SIGNS"

TYPOGRAPHY:

HELVETICA BOLD.

MOUNTING:

POST MOUNTED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT

A VISIBLE LOCATION ON A CONSTRUCTION SITE

NEAR A FIELD OFFICE.

FACE PANEL TO BE AN EXTERIOR GRADE M.D.O.

SHEET OR AN ALUMINUM SKIN LAMINATED TO A

WOOD OR PLASTIC CORE IS PREFERRED WITH

EDGES PHYSICALLY SEALED.

PLAN VIEW

4"x4" POSTS

4"

3'

MI

N.

END VIEWELEVATION

4"x4" POSTS

2"x4" FRAMING

2"x4" FRAMING 4"x4" POSTS (TYP.)

FACE

ARCHITECTURAL PRE-CAST

CONCRETE COLLAR

ARCH. PRE-CAST 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

ELEVATION

PLAN

ARCHITECTURAL PRE-CAST CONCRETE

COLLAR

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

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

CI501

SITE SIGNAGE DETAILS

NOT TO SCALE

CONSTRUCTION SIGN: TEXT ONLY (SP-24.01)

NOT TO SCALE

CONSTRUCTION SIGN: SAFETY (SP-24.04)

NOT TO SCALE

TYPICAL ALUMINUM SIGN CABINET ASSEMBLY AND ATTACHMENT

NOT TO SCALE

TYPICAL SIGN AND POST SETTING

NOT TO SCALE

TYPICAL ARCHITECTURAL PRE-CAST CONCRETE SIGN POST & COLLAR

SEE INLAY FOR ARROW DIMENSIONS

NC-04.02-A-c2 - PANEL C

LAYOUT B

6"

3'-0"

3 4

1 2

3 4

3 4

1 2

1 2

1 2

1 2

3 4

All Other Sections

Sections 40-53

T

Y

P

3 4

ARROW DIMENSIONS INLAY

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

M

I N

S

N

O T

E

3'-0"

1'-6" 1'-6"

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

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A N

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PLAN

3 4

3 4

1 2

3'-0" FROM

BACK OF CURB

5'-7

" 7

SIGN CABINET ASSEM.

ARCHITECTURAL PRE-CAST

CONCRETE SIGN POST

8' 8

M

I N

S

T

E

FINISH GRADE

POST FOOTING, TYP.

ARCH. PRE-CAST 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)

COPY & GRAPHICS TO BE REFLECTIVE WHITE EQUAL TO

3M DG3 DIAMOND GRADE, 4090 HIGH PERFORMANCE;

TYPEFACE TO BE OPTIMA BOLD, INITIAL CAP & LOWER

CASE, HEIGHT AS NOTED

ARCH. PRE-CAST

CONCRETE COLLAR

CI501

ARCH. PRE-CAST CONCRETE COLLAR 2

CI501

CI501

ELEVATION

Text As Shown

Text Text

CI501

CI501

1" X 1" MIN. EXTRUDED ALUMINUM FRAMING MEMBER/SLIDE

BODY 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/SLIDE BODY

SIGN FRAME AND MOUNTING

SECTION ENLARGEMENT

CI501

1'-6"

3" 3"1'-0"

SIGN DESIGNATION: NC-03.01.A-c1

COLOR

MP55153

COLOR

MP32071

1'-6"

3" 3"1'-0"

COLOR

MP32071

(SIDE B)

(SIDE A)

Speed Limit

1'-6"

1 2

1 2

SIGN DESIGNATION: NC-03.01-F-c1

" MIN.

" MIN.

"EQ. EQ.

R E

C E

S S

D

A

R E

A

3'-0" FROM

BACK OF CURB

(VERIFY IN FIELD)

FINISH GRADE

POST FOOTING, TYP.

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

NOTES:

1. 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.

ARCH. PRE-CAST CONCRETE SIGN

POST, TYP. RECESS OCCURS ON ALL

FOUR SIDES.

CI501

ARCH. PRE-CAST CONCRETE COLLAR

CI501

ELEVATION

4"

EQ. EQ.

" PANEL

L O

R

C L E

TEXT : LONE STAR CIRCLE

: "STREET NAME" (TBD)

4"

SIGN POST

PLAN

CI501

CONC. COLLAR 2

CI501

ALL (4) SIDES OF POST

HAVE RECESSED AREA

3'-0" FROM BACK OF CURB

(UNLESS OTHERWISE NOTED)

1'-6"

PLAN

3 4

3 4

1 2

3'-0" FROM

BACK OF CURB

3'-11

SIGN CABINET ASSEM.

SIGN POST

M

I N

S

T

E

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)

CI501

CI501

ARCH. PRE-CAST CONCRETE COLLAR

CI501

ELEVATION

1'-9" MIN.*

(*SEE NOTE 2)

R E

C E

S S

E

A

FINISH GRADE

ARCH. PRE-CAST CONCRETE SIGN

POST, TYP. RECESS OCCURS ALL

FOUR SIDES.

ARCH. PRE-CAST CONCRETE COLLAR

POST FOOTING (TYP.)

"9

" 5

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

CI501

SEE INLAY FOR ARROW DIMENSIONS

NC-04.02-A-c2 - PANEL A

6"

3'-0"

3 4

1 2

3 4

3 4

1 2

1 2

3 4

1 2

3 4

Sections 10-19, 21

Sections 40-53

Sections 76-77

1 2

SEE INLAY FOR ARROW DIMENSIONS

NC-04.02-A-c2 - PANEL D

LAYOUT B

6"

3'-0"

3 4

1 2

3 4

3 4

1 2

1 2

1 2

1 2

3 4

Sections 46-53

Sections 40-45

SEE INLAY FOR ARROW DIMENSIONS

NC-04.02-A-c2 - PANEL B

6"

3'-0"

3 4

1 2

3 4

3 4

1 2

1 2

3 4

1 2

3 4

Sections 10-19, 21

Exit

Sections 76-77

1 2

NOTES:

1. 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.

2. WHEN GROUND MOUNTED SIGNS ON

TWO POSTS ARE PLACED ON SLOPING OR

INCLINED GRADES, ADJUSTMENTS MUST

BE MADE TO THE POST LENGTHS.

EXTREME DIFFERENCES BETWEEN POST

LENGTHS SHOULD BE MINIMIZED.

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

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

CI502

SITE SIGNAGE DETAILS

NOT TO SCALE

POST AND PANEL SIGN (TWO LINES OF TEXT) NC-04.02-A-C1

NOT TO SCALE

LOW-PROFILE TRAFFIC REGULATORY SIGN (NC-03.01-A-c1) ; (NC-03.01-F-c1)

NOT TO SCALE

PYLON STREET SIGN (NC-06.01-C2)

NOTES:

1. 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.

2. WHEN GROUND MOUNTED SIGNS ON

TWO POSTS ARE PLACED ON SLOPING OR

INCLINED GRADES, ADJUSTMENTS MUST

BE MADE TO THE POST LENGTHS.

EXTREME DIFFERENCES BETWEEN POST

LENGTHS SHOULD BE MINIMIZED.

518 517

516 515 514 513 512

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15'

TYP.

15'

TYP.

LIMITS OF GRADING

NATIVE GRASS MIX (SEED)

TURF (SOD)

(3) BUR OAK, TYP.

(3) BUR OAK, TYP.

(2) DALLAS RED

CRAPE MYRTLE, TYP.

(2) DALLAS RED

CRAPE MYRTLE, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

535530

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LIMITS OF GRADING

NATIVE GRASS MIX (SEED)

TURF (SOD)

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

481482

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LONE STAR CIRCLE

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NORTH SCALE: 1" = 30'-0"

KEY MAP

not to scale

L-101

LANDSCAPE PLAN

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

916CM3017

MAY 26, 2020 MS LI, AC Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

BID DOCUMENTS SUBMISSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104

RVi

(512) 480-0032

AES Group

(303) 841-3922

May 26, 2020

M A

T C

H L

IN

E

S E E S

H E E T

L -1

L-101

L-102

L-101

L-103

MATCHLINE - SEE THIS SHEET

MATCHLINE - SEE THIS SHEET

M A

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H E E T

L -1

M A

T C

H L

IN

E

S E E S

H E E T

L -1

00 30' 60'

DALLAS RED CRAPE MYRTLE

BUR OAK

TURF (SOD)

NATIVE GRASS MIX (SEED)

LEGEND

CEDAR ELM

SHUMARD OAK

LIVE OAK

SECTION 41

1,590 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 43

932 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 45

698 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 40

996 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 42

998 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 44

788 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

PROPOSED

COMMITTAL

SHELTER

(N.I.C.)

481482

515 520

517 514 507506

509 508

513 512

510 511

C

E

M

E

T

E

I V

E

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W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

U

G

T

G

G

G

U

G

F

U

G

F

U

G

F

U

G

F

U

G

F

U

G

F

U

G

F

T

Y

P

T

Y

P

T

Y

P

T

Y

P

20'

TYP.

20'

TYP.

LIMITS OF GRADING

NATIVE GRASS MIX (SEED)

TURF (SOD)

15' OFFSET FOR TREE PLANTING

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) SHUMARD OAK, TYP.

(1) LIVE OAK, TYP.

(1) CEDAR ELM, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(2) LIVE OAK

(1) LIVE OAK, TYP.

(2) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

TURF (SOD)

481482

W

W

W

W

W

W

W

U

G

T

U

G

T

U G

T

U

G

T

U

G

T

U

G

T

LONE STAR CIRCLE

G

G

G

G

G

G

U

G

F

U

G

F

U

G

F

U G

F

U G

F U

G F

U G

F

U

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U

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W

U

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U

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C

L-102

LANDSCAPE PLAN

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

916CM3017

MAY 26, 2020 MS LI, AC Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

BID DOCUMENTS SUBMISSION

DALLAS COUNTY, TEXAS

Fil e P ath : L

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9\1

8 D

FW

N

AT

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NA

L C

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LA

ND

SC

AP

E.

DW

G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104

RVi

(512) 480-0032

AES Group

(303) 841-3922

May 26, 2020

M A

T C

H L

IN

E

S E E S

H E E T

L -1

MATCHLINE - SEE SHEET L-103M

A

T C

H L

IN

E

S E E S

H E E T

L -1

NORTH SCALE: 1" = 30'-0"

00 30' 60'

KEY MAP

not to scale

L-101

L-102

L-101

L-103

DALLAS RED CRAPE MYRTLE

BUR OAK

TURF (SOD)

NATIVE GRASS MIX (SEED)

LEGEND

CEDAR ELM

SECTION 52

1,086 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 53

998 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 50

1,368 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 48

1,224 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 46

1,102 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 51

998 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 49

532 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 47

690 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

530520

546 544

515 520

543544

523524

517 516 515

C

E

M

E

T

E

I

V

E

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W

O

H

E

U

G

F

20'

TYP.

20'

TYP.

20'

TYP.

LIMITS OF GRADING

NATIVE GRASS MIX

(SEED)

TURF (SOD)

15' OFFSET FOR TREE PLANTING

(1) LIVE OAK, TYP.

(2) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) LIVE OAK, TYP.

(1) SHUMARD OAK, TYP.

(1) CEDAR ELM, TYP.

(1) CEDAR ELM, TYP.

(1) SHUMARD OAK, TYP.

(1) CEDAR ELM, TYP.

(1) CEDAR ELM, TYP.

(1) SHUMARD OAK, TYP.

(1) CEDAR ELM, TYP.

(1) CEDAR ELM, TYP.

(1) CEDAR ELM, TYP.

(1) SHUMARD OAK, TYP.

(1) CEDAR ELM, TYP.

(1) CEDAR ELM, TYP.

481482

W

W

W

W

W

W

W

U

G

T

U

G

T

U G

T

U

G

T

U

G

T

U

G

T

LONE STAR CIRCLE

G

G

G

G

G

G

U

G

F

U

G

F

U

G

F

U G

F

U G

F U

G F

U G

F

U

G

F

U

G

F

U

G

F

U

G

F

U

G

F

W

U

G

E

U

G

C

L-103

LANDSCAPE PLAN

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

916CM3017

MAY 26, 2020 MS LI, AC Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

BID DOCUMENTS SUBMISSION

DALLAS COUNTY, TEXAS

Fil e P ath : L

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8 D

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LA

ND

SC

AP

E.

DW

G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104

RVi

(512) 480-0032

AES Group

(303) 841-3922

May 26, 2020

M A

T C

H L

IN

E

S E E S

H E E T

L -1

MATCHLINE - SEE SHEET L-102

NORTH SCALE: 1" = 30'-0"

00 30' 60'

KEY MAP

not to scale

L-101

L-102

L-101

L-103

DALLAS RED CRAPE MYRTLE

BUR OAK

TURF (SOD)

NATIVE GRASS MIX (SEED)

LEGEND

CEDAR ELM

L-501

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

916CM3017

MAY 26, 2020 MS LI, AC Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

BID DOCUMENTS SUBMISSION

DALLAS COUNTY, TEXAS

Fil e P ath : L

:\2

9\1

8 D

FW

N

AT

IO

NA

L C

EM

ET

ER

Y\

LA

ND

SC

AP

E.

DW

G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104

RVi

(512) 480-0032

AES Group

(303) 841-3922

May 26, 2020

PLANTING DETAILS

TREES BOTANICAL NAME COMMON NAME CONT CAL

SIZE (ht) QTY

Lagerstroemia indica 'Dallas Red' Dallas Red Crape Myrtle

Live OakQuercus virginana

Bur OakQuercus macrocarpa

14' - 16'

Shumard Oak Quercus shumardii

3" - 3.5" Cal

14' - 16'

3" - 3.5" Cal

14' - 16'

3" - 3.5" Cal

TURF(SOD) BOTANICAL NAME COMMON NAME CONT SPACING

QTY

SIZE

TURF (SEED) BOTANICAL NAME COMMON NAME CONT SPACING

QTY

SIZE

PLANT SCHEDULE

SOD NA

NA

10' - 12'

Tif 419 Bermuda

ORNAMENTAL TREES BOTANICAL NAME COMMON NAME CONT CAL SIZE

QTY

591,488 sf

(65,720 sy)

SEED 8lbs/acre

NA

Blackland Prairie Mix by Native

American Seed, 1-800-748-4073

156,999 sf

(17,444 sy)

Cedar ElmUlmus crassifolia 14' - 16'

3" - 3.5" Cal

Cynodon dactylon x C. transvaalensis

Native Grass Mix

TREE PLANTING

SPECIFIED PLANTING MIX EXISTING SUBGRADE

FINISH GRADE

3" HIGH WATER RETENTION BASIN

4' MULCH RING - KEEP

MULCH 3" MIN. AWAY

FROM TRUNK

3" TAPER PRIOR TO TIGHTENING GUYING STRAPS (TYP.)

RUBBER HOSE

SPECIFIED PLANTING MIX

FINISHED GRADE

ROUGH GRADE

EXISTING SUBGRADE

SPREAD

O V

E R

A L L H

T

T R

U N

K H

T

MULCH

3" HIGH WATER RETENTION BASIN

TREE SUPPORT STAKES

(TYPICAL OF 3)

SLOPE TREE PLANTING

N.T.S.N.T.S.

GUYING STRAPS (TYP.)

RUBBER HOSE

TREE SUPPORT STAKES

(TYPICAL OF 3)

SPECIFIED PLANTING MIX

WATER RETENTION BASIN

FINISHED GRADE

ROUGH GRADE

EXISTING SUBGRADE

/3

T R

E E H

T

MULTI-TRUNK TREE PLANTING

N.T.S.

GUYING STRAPS (TYP.)

TREE SUPPORT STAKES

(TYPICAL OF 3)

3" TAPER PRIOR TO TIGHTENING

RUBBER HOSE

MULCH - KEEP MULCH 3"

MIN. AWAY FROM TRUNK4' MULCH RING - KEEP

MULCH 3" MIN. AWAY

FROM TRUNK

C R

O W

N T

O

B E

A

B O

V E

F

IN

IS

H

E D

G R

A D

E

C R

O W

N T

O

B E

A

B O

V E

F

IN

IS

H

E D

G R

A D

E

NOTE: WHERE TREES ARE PLACED ON

FILL SLOPES MODIFY SUBGRADE AS

NEEDED TO ACHIEVE 85%-88%

MAXIMUM COMPACTION FOR A

MINIMUM OF 12".

NOTE: WHERE TREES ARE PLACED ON

FILL SLOPES MODIFY SUBGRADE AS

NEEDED TO ACHIEVE 85%-88%

MAXIMUM COMPACTION FOR A

MINIMUM OF 12".

NOTE: WHERE TREES ARE PLACED ON

FILL SLOPES MODIFY SUBGRADE AS

NEEDED TO ACHIEVE 85%-88%

MAXIMUM COMPACTION FOR A

MINIMUM OF 12".

CONT

CONT

CONT

CONT

CONT

L-502

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

916CM3017

MAY 26, 2020 MS LI, AC Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

BID DOCUMENTS SUBMISSION

DALLAS COUNTY, TEXAS

Fil e P ath : L

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FW

N

AT

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NA

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LA

ND

SC

AP

E.

DW

G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104

RVi

(512) 480-0032

AES Group

(303) 841-3922

May 26, 2020

SCALE: NTS

2'-4"

2'-4"

PERSPECTIVE

TRASH RECEPTACLE

PERSPECTIVE

FLOWER VASE RECEPTACLE

SEE SPECIFICATIONS FOR

FOR TRASH AND FLOWER

VASE RECEPTACLES

SPECIAL HINGED LID W/

FLORAL REGULATIONS

DECAL ATTACHED - SEE LID

PLAN VIEW

HANDLE

3/4" SQUARE HOLE

FOR ANCHOR BOLT

BOTTOM VIEW

LID PLAN VIEW

HANDLE

REGULATIONS

FLORAL

FLORAL REG.

DECAL-SEE

ENLARGEMENT

AT RIGHT

ANCHOR

RECEPTACLES W/

STAINLESS STEEL

EXPANSION SHIELDS &

BOLTS PER

MANUFACTURER'S

SPECIFICATIONS.

7'-6"

UNLESS SHOWN OTHERWISE

1'-9"

ELEVATION

5" THICK REINFORCED CONC.

PAD W/ 1/4" RADIUS @ EDGE,

TYP; MED. BROOM FINISH; RUB

OUT ALL SURFACE TOOL

MARKS.

WATER SPIGOT ASSEMBLY

1'-9"

FLOWER VASE RECEPTACLE

WITH ATTACHED FLORAL

REGULATIONS' SIGN

COMPACTED SUBGRADE

SELF CLOSING

FAUCET W/ FLOW

CONTROL; HAWS

MODEL 6252EHLF

FINISHED GRADE

CONC. PVMT.

TRASH RECEPTACLE

DO NOT

DRINK

WATER

CURB

REINFORCED PRE-CAST CONCRETE

PYLON; LIGHT SANDBLAST FINISH;

COLOR TO MATCH EXISTING WATER

SPIGOT ASSEMBLIES

'NON-POTABLE WATER' SIGN, 2 SIDES

3/16" X 3" ANCHOR BOLT FASTENER

TWO PER PANEL (NON REMOVABLE

HEAD)

1" CHAMFERED EDGE AT TOP OF

PYLON

S

Q U

A R

E

WATER SPIGOT ASSEMBLY

ENLARGEMENT PLAN

N.T.S

NO RECESS ON FRONT; 'DO NOT

DRINK' SIGN

SELF CLOSING FAUCET W/ FLOW

CONTROL; HAWS MODEL 6252EHLF

WASHED RIVER GRAVEL

WASHED RIVER GRAVEL

CONCRETE FOOTING

POND LINER; TUCK BELOW

CONC., TYP.

N O

N

-PO

TA

B

LE W

A

TER

'NON-POTABLE WATER'

SIGN (2 SIDES)

FRONT TO STREET

FLORAL VASE RECEPTACLE

TRASH

RECEPTACLE,

'DO NOT DRINK WATER' SIGN

(INSTALLED IN FRONT)

CONC.

CURB &

GUTTER

3'-9"

FRONT TO STREET

1/2" BRONZE RISER

(3) VERTICAL #3 REBARS EQUALLY SPACED

W/ (5) STIRRUPS

1/2" COPPER LINE

TO SPIGOT

3/4" THREADED

CURB STOP

VALVE WITH

STOP AND

WASTE FEATURE

ARCH. PRE-CAST CONC. POST

WATER SPIGOT

1 1/2" DIA. CAST HOLE TO DEPTH SHOWN

1" DIA. CAST HOLE

LOCATE FLOWER WATERING

STATION AGAINST BACK OF

CURB, TYP., UNLESS SHOWN

OTHERWISE ON PLANS

3"

TYP.

3"

OLDCASTLE CONCRETE VALVE BOX

WITH COVER. SIZE 24"36"

BRASS STRAP; SCREW TO POST, TYP.

FOR

CONNECTION TO

IRRIGATION

CONTINUOUS 2-1/2" STEEL BAND AROUND

RECEPTACLES W/ "TRASH" & "FLOWER VASES"

DECALS APPLIED (CLEAR DECAL W/ WHITE

LETTERING, REPEAT TEXT (3) TIMES EVENLY

SPACED AROUND RECEPT.); TYPEFACE FOR

DECALS TO BE OPTIMA BOLD, UPPER CASE; 1-1/2"

HT. LETTERS, TYP.; PLACE RECEPTACLES ON

CONC. PAD SO ONE OF THE THREE DECALS FACE

THE FRONT OF THE CONC. PAD, TYP.

LOCATE AS INDICATED ON

LAYOUT PLANS ALONG

CONC. PAD CENTERLINE &

MIDPOINT OF PAD WHERE

SHOWN ON PLANS

"DO NOT DRINK" SIGN

ADJUSTABLE

PRESSURE

REGULATOR

HIGH STRENGTH

PLASTIC, SPRING

LOADED DOME LID

1'-2 1/2"

1/4" TYP.

CLEAR DECALS W/

VICTOR STANLEY

WHITE LETTERING

(SUBMIT COLOR

SAMPLES); MATTE

FINISH; LETTERING

TO BE OPTIMA BOLD,

UPPER & LOWER

CASE, TITLE TO BE 1"

HT., ALL OTHER TEXT

TO BE 1/4" HT.

NOTE: SUBMIT SHOP DRAWINGS

FOR TEXT APPROVAL BY THE

RESIDENT ENGINEER & DIRECTOR

PRIOR TO FABRICATION

FLOWERVASE

RECEPTACLE LID

SEE

FILTER FABRIC; TUCK

BELOW POND LINER AND

CONC. , TYP.

CRUSHED GRAVEL

INFILTRATION BASE

5"

CRUSHED GRAVEL

INFILTRATION BASE BELOW

5" 5"

POND LINER

OLDCASTLE CONCRETE VALVE BOX

WITH COVER. SIZE 24"36"

SITE AMENITY DETAILS

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

916CM3017

MAY 26, 2020 RWB CCT Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

Fil e P ath : O

:\G

OR

DO

N\

DF

W

-M

IN

OR

\P

-D

FW

-M

IN

OR

.D

W G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

ROBERT W. BECCARD

84064P RO F E S S I O N A L E N G I NE ER

S T A T E O F T E X A S

L I C E N S E D LI100

IRRIGATION NOTES AND LEGEND

GENERAL DESCRIPTION

GENERAL NOTES

FLAG NOTES

LEGEND

Q

F-19

2"

F

G

.5

RELOCATE EX. WATER

& IRRIGATION LINES

(MIN. 3.5' COVER)

RELOCATE EX. WATER

& IRRIGATION LINES

(MIN. 3.5' COVER)

EXISTING 8-INCH STUB OUT

DOWNSTREAM OF FLOW

METER, PROTECT DURING

CONSTRUCTION.

6"

6"

6"

6"

6"

8"

8"

8"

8"

2.5"

2"

1.25"

8"

8"

8"

2.5"

2"

1.25"

Q

Q

Q

F-18

2"

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5.5

.5

.5

.5

.5

F-40

1"

6"

6"

6"

6"

6"

6"

Q

Q

Q

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

F-39

1"

LONE STAR CIRCLE

PROPOSED

COMMITTAL

SHELTER

(N.I.C.)

LONE STAR CIRCLE

PROPOSED

COMMITTAL

SHELTER

(N.I.C.)

EXISTING 8-INCH STUB OUT

DOWNSTREAM OF FLOW

METER, PROTECT DURING

CONSTRUCTION.

SECTION 40

SECTION 42

SECTION 41

SECTION 44

SECTION 43

SECTION 45

SECTION 47

SECTION 46

SECTION 48

SECTION 51

SECTION 53

SECTION 52

SECTION 50

SECTION 49

6"

6"

6"

6"

6"

6"

6" 6" 6" 6"

6"

6"

6"

6"

6"

6"

6"

6"

6"6"

6"

6"

6"

6" 6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

4"

4"

4"

4"

4"

4" 4"

4"

4"

4"

4"

4"

4"

4"

4"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

8"

8"

8"

8"

4"

4"

1"

1"

1"

1"

1"

6"

4"

4"

4"

2.5"

2"

1.25"

2.5"

2" 1.25"

1.25"

3"

2"

2"

1.25" 1.25"

3"3"

2.5"

2"

1.25"

3"

3"

2.5"

2"

1.5"

2.5" 1.25"

1.25"

3"

3"

2.5"

2"

1.5"

3"

3"

2.5"

2"

1.5"

2.5"

2"

1.25"

2.5"

2"

1.25"

3"

3"

2.5"

2" 1.5"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

3"

1.25"

2"

1.25"3"

1.25"

2"

1.25"

3"

1.25"

2"

1.25"

3" 2"

1.25"

2"

1.25"

2.5"2" 1.25"

1.25"

3"

1.25" 2.5"

2"

1.25"

3"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

3" 2"

1.25"

1.25"

3"

1.25" 2.5"

2" 1.25"

3"

3"

2.5"

2"

1.25"

3"

2.5"

2"

2.5"

2"

1.25"

3"

2.5"

1.25"

2"

1.25"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

2.5"

2"

1.5"

3"

2.5"

2"

1.25"

3"

2"

1.25"

1.25"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

1.25"

1.25"

2.5"

2" 1.25"

1.5"

3"

2"

2"

1.25"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

1.25"

3"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

3"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"1.25" 3"

2.5"

2"

1.25"

3" 2.5" 2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

2.5"

2"

1.25"

3"2.5"

2"

1.25"

8"

8"

8"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5"

1.25"2"1.25"

3"

2.5"

2"

1.25"

2.5"

1.25"

2"

1.25" 3"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

3" 3"

2"

1.25"

2"

1.25"

3"

3"

3" 2.5"

2" 2"

1.25"

3"

2"1.25" 2" 2" 1.25"

3"

3" 2.5"

2"

2"

1.25"

3"

2.5"

2"

1.25"

1.25"

3"

2.5"

2" 1.25"

3"

3"

2.5"

2"

1.5"

3"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

7 3"

3"

2.5"

2"

1.5"

2.5"

2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

1"

F

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G

20 20 20 20

20 20

20 20

20 20

20 20

F-35

2"

F-29

2"

F-28

2"

- F-27

2"

F-31

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F-30

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Q

F-38

2"

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F-33

2"

F-19

2"

F-20

2"

F-21

2"

F-22

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- F-24

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2"

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2"

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2"

G-40

2"

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2"

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2"

G-44

2"

G-45

2"

Q

Q

20 20

F-1

2"

F-16

2"

F-17

2"

G-17

2"

F-18

2"

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

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.5

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.5

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.5

.5

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.5 .5.5

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.5

F-39

1"

F-40

1"

1"

1"

1" LI103

LI102

LI101

LI101

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

916CM3017

MAY 26, 2020 RWB CCT Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

Fil e P ath : O

:\G

OR

DO

N\

DF

W

-M

IN

OR

\P

-D

FW

-M

IN

OR

.D

W G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

ROBERT W. BECCARD

84064P RO F E S S I O N A L E N G I NE ER

S T A T E O F T E X A S

L I C E N S E D LI101

IRRIGATION PLAN

1" =

30' 0' 15' 30' 60'

30'

MATCHLINE THIS SHEET

MATCHLINE THIS SHEET

M

ATC

H

LIN

E SEE SH

EET LI102

M

ATC

H

LIN

E SEE SH

EET LI103

KEY MAP N.T.S.

SECTION 40

SECTION 42

SECTION 41

SECTION 44

SECTION 43

SECTION 45

SECTION 47

SECTION 49

6"

6"

6"

6"

6"

6" 6" 6" 6"

6"

6"

6"

6"

6"

6"

4"

4"

4"

4"

4"

4" 4"

4"

4"

4"

4"

4"

4"

4"

4"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

1"

1"

1"

1"

4"

4"

4"

2.5"

2"

1.25"

2.5"

2" 1.25"

1.25"

3"

2"

2"

1.25" 1.25"

3" 3"

2.5"

2"

1.25"

3"

3"

2.5"

2"

1.5"

2.5" 1.25"

1.25"

3"

3"

2.5"

2"

1.5"

3"

3"

2.5"

2"

1.5"

2.5"

2.5"2.5"

3"

1.25"

2"

1.25"3"

2"

3"

1.25"

2"

1.25"

3" 2"

1.25"

2"

1.25"

2.5"2" 1.25"

1.25"

3"

1.25" 2.5"

3"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

3"

2"

1.25"

1.25"

2.5"

2"

1.25"

1.25"

3" 3"

3"

3"

2.5"

2.5"

2"1.25" 3"

2.5"

2"

1.25"

3" 2.5" 2.5"

2"

1.25"

2.5"

2.5"

2" 2.5"

2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

2.5"

2"

1.25"

3"2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5"

1.25"2"1.25"

3"

2.5"

2"

1.25"

2.5"

1.25"

2"

1.25"

3"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"

3" 3"

2"

1.25"

2"

1.25"

3"

3"

3" 2.5"

2"

2"

1.25"

3"

2"1.25" 2" 2" 1.25"

3"

3" 2.5"

2"

2"

1.25"

F

QQ

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20 20 20 20

20 20

F-35

2"

F-29

2"

F-28

2"

- F-27

2"

F-31

2"

F-30

2"

F-34

2"

F-32

2"

Q

F-38

2"

F-37

2"

F-36

2"

F-33

2"

F-19

2"

F-20

2"

F-21

2"

F-22

2"

F-26

2"

F-25

2"

- F-24

2"

F-23

2"

G-1

G-5

2"

-G-6

2"

G-7

2"

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2"

G-9

2"

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2"

- G-13

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G-14

2"

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G-16

2"

F-4

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F-3

2"

F-2

2"

F-5

2"

F-8

2"

F-7

2"

F-6

2"

F-12

2"

F-11

2"

F-10

2"

F-9

2"

F-15

2"

F-14

2"

F-13

2"

G-42

2"

G-43

2"

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2"

G-45

2"

20 20

F-1

2"

F-16

2"

F-17

2"

G-17

2"

F-18

2"

1"

LONE STAR CIRCLE

PROPOSED

COMMITTAL

SHELTER

(N.I.C.)

LONE STAR CIRCLE

PROPOSED

COMMITTAL

SHELTER

(N.I.C.)

EXISTING 8-INCH STUB OUT

DOWNSTREAM OF FLOW

METER, PROTECT DURING

CONSTRUCTION.

SECTION 40

SECTION 42

SECTION 41

SECTION 44

SECTION 43

SECTION 45

SECTION 47

SECTION 46

SECTION 48

SECTION 51

SECTION 53

SECTION 52

SECTION 50

SECTION 49

6"

6"

6"

6"

6"

6"

6" 6" 6" 6"

6"

6"

6"

6"

6"

6"

6"

6"

6"6"

6"

6"

6"

6" 6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

4"

4"

4"

4"

4"

4" 4"

4"

4"

4"

4"

4"

4"

4"

4"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

8"

8"

8"

8"

4"

4"

1"

1"

1"

1"

1"

6"

4"

4"

4"

2.5"

2"

1.25"

2.5"

2" 1.25"

1.25"

3"

2"

2"

1.25" 1.25"

3"3"

2.5"

2"

1.25"

3"

3"

2.5"

2"

1.5"

2.5" 1.25"

1.25"

3"

3"

2.5"

2"

1.5"

3"

3"

2.5"

2"

1.5"

2.5"

2"

1.25"

2.5"

2"

1.25"

3"

3"

2.5"

2" 1.5"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

3"

1.25"

2"

1.25"3"

1.25"

2"

1.25"

3"

1.25"

2"

1.25"

3" 2"

1.25"

2"

1.25"

2.5"2" 1.25"

1.25"

3"

1.25" 2.5"

2"

1.25"

3"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

3" 2"

1.25"

1.25"

3"

1.25" 2.5"

2" 1.25"

3"

3"

2.5"

2"

1.25"

3"

2.5"

2"

2.5"

2"

1.25"

3"

2.5"

1.25"

2"

1.25"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

2.5"

2"

1.5"

3"

2.5"

2"

1.25"

3"

2"

1.25"

1.25"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

1.25"

1.25"

2.5"

2" 1.25"

1.5"

3"

2"

2"

1.25"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

1.25"

3"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

3"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"1.25" 3"

2.5"

2"

1.25"

3" 2.5" 2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

2.5"

2"

1.25"

3"2.5"

2"

1.25"

8"

8"

8"

1.25"

2.5"

2"

1.25"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

2.5"

1.25"2"1.25"

3"

2.5"

2"

1.25"

2.5"

1.25"

2"

1.25" 3"

3"

2.5"

2"

1.25"

2.5"

2.5"

2"

1.25"

3" 3"

2"

1.25"

2"

1.25"

3"

3"

3" 2.5"

2" 2"

1.25"

3"

2"1.25" 2" 2" 1.25"

3"

3" 2.5"

2"

2"

1.25"

3"

2.5"

2"

1.25"

1.25"

3"

2.5"

2" 1.25"

3"

3"

2.5"

2"

1.5"

3"

3"

2.5"

2"

1.25"

3"

2.5"

2"

1.25"

7 3"

3"

2.5"

2"

1.5"

2.5"

2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

2.5" 2.5"

2"

1.25"

1"

F

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G

20 20 20 20

20 20

20 20

20 20

20 20

F-35

2"

F-29

2"

F-28

2"

- F-27

2"

F-31

2"

F-30

2"

F-34

2"

F-32

2"

Q

F-38

2"

F-37

2"

F-36

2"

F-33

2"

F-19

2"

F-20

2"

F-21

2"

F-22

2"

F-26

2"

F-25

2"

- F-24

2"

F-23

2"

G-1

2"

-G-2

2"

G-3

2"

-G-4

2"

G-5

2"

-G-6

2"

G-7

2"

-G-8

2"

G-9

2"

-G-10

2"

G-11

2"

G-12

2"

G-13

2"

G-14

2"

-G-15

2"

G-16

2"

F-4

2"

F-3

2"

F-2

2"

F-5

2"

F-8

2"

F-7

2"

F-6

2"

F-12

2"

F-11

2"

F-10

2"

F-9

2"

F-15

2"

F-14

2"

F-13

2"

G-18

2"

G-19

2"

G-20

2"

G-21

2"

G-22

2"

G-23

2"

G-24

2"

G-25

2"

G-29

2"

G-28

2"

G-27

2"

G-26

2"

G-30

2"

G-31

2"

G-32

2"

G-33

1"

G-34

2"

G-35

2"

G-36

2"

G-37

2"

G-38

2"

G-39

2"

G-40

2"

G-41

2"

G-42

2"

G-43

2"

G-44

2"

G-45

2"

Q

Q

20 20

F-1

2"

F-16

2"

F-17

2"

G-17

2"

F-18

2"

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5.5

.5

.5

.5

.5

F-39

1"

F-40

1"

1"

1"

1" LI103

LI102

LI101

LI101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

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MAY 26, 2020 RWB CCT Dwg. of 72

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

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

ROBERT W. BECCARD

84064P RO F E S S I O N A L E N G I NE ER

S T A T E O F T E X A S

L I C E N S E D LI102

IRRIGATION PLAN

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30' 0' 15' 30' 60'

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