S02_Attachment-10_Plans_916CM3017_Part8.pdf

FI

NI

SH

ED

G

RA

DE

PI

TC

H:

5.

0%

N5 4°

' 3

2.6 "E

SECTION 44

788 IN-GROUND

CREMAINS SITES

(WITHIN 4'X4' PLOTS)

495490

24" RCP

24" RCP

24" RCP

2 15

EP

2 07

GS

2 36

TC

2 46

TC

2 25

LP

36" RCP

15" HDPE

FG 496.80 FG 496.80

FG 497.00 FG 497.00

FG 497.20

FG 497.60

FG 498.00

FG 498.40

FG 498.80

FG 499.20

FG 499.60

FG 503.20 FG 503.20

FG 503.00

FG 502.80

FG 502.60

FG 502.40

FG 502.20

FG 503.00

2 07

GS

2 15

EP

2 36

TC

2 45

TC

SWM POND

FG: 503.31

INV.: 495.23

3 87

GS

4 00

GS

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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

Fil e P ath : G

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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

CG-112

BURIAL SECTION GRADING

ENLARGEMENT SECTION 44

GRAPHICAL SCALE: 1" = 10'

10 5 0 10 20 30

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

FG: 508.50

INV.: 500.42

FG: 513.87

TL: 512.12

FG: 512.09

INV.: 504.01

FG: 507.19

INV.: 499.11

FINISHED GRADE

PITCH: 3.0%

S89° 14' 26.6"E

FG: 507.82

TL: 506.07

FG: 507.94

TL: 506.19

FG: 507.12

TL: 505.37

FG: 506.85

TL: 505.10

FG: 508.52

TL: 506.77

FG: 509.02

TL: 507.27

FG: 509.49

TL: 507.74

FG: 509.79

TL: 508.04

FG: 513.81

TL: 512.06

FG: 513.93

TL: 512.18

FG: 513.99

TL: 512.24

FG: 514.05

TL: 512.30

FG: 514.11

TL: 512.36

FG: 513.82

TL: 512.07

FG: 513.25

TL: 511.50

FG: 513.19

TL: 511.44

FG: 511.05

TL: 509.30

FG: 506.80

TL: 505.05

FG: 507.37

TL: 505.62

FG: 508.27

TL: 506.52

FG: 508.07

TL: 506.32

FG: 514.11

TL: 512.36

SECTION 41

1,590 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

FG: 508.75

INV.: 500.67

FG: 510.32

INV.: 502.24

4" HDPE

7 76

GS

7 51

EP

7 67

TC

7 51

EP

7 43

GS

7 67

TC

TC

7 84

TC

FG: 510.88

INV.: 502.80 FG: 512.49

INV.: 504.41

FG: 514.03

INV.: 505.95

FG: 507.50

TL: 505.75

FG: 509.05

INV.: 500.97

FG: 505.74

INV.: 497.66

C2

C1D5

4" HDPE

4" HDPE

" R

CP

18" HDPE 18" HDPE 15" HDPE

15" HDPE

D4

FG: 508.53

TL: 506.78

3'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

6'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

4" H

DP

E

510 511

FG 507.02

FG 504.75

FG: 512.32

INV.: 504.24

FG: 511.59

INV.: 503.51

FG: 508.44

TL: 506.69

FG: 507.29

TL: 505.54

FG 506.40

FG 506.22

FG 505.74

FG 505.92

7 67

GS

7 54

GS

FG 508.64

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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

Fil e P ath : G

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0.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

CG-113

BURIAL SECTION GRADING

ENLARGEMENT SECTION 41

FG: 505.71

INV.: 497.63

FG: 507.34

INV.: 499.26

FINISHED GRADE

PITCH: 2.6%

N 75D43'47.5" E

FG: 505.69

TL: 503.94

FG: 503.54

TL: 501.79

FG: 506.37

TL: 504.62

FG: 506.59

TL: 504.84

FG: 506.80

TL: 505.05

FG: 507.31

TL: 505.56

FG: 507.53

TL: 505.78

FG: 507.86

TL: 506.11

FG: 508.36

TL: 506.61

FG: 508.58

TL: 506.83

FG: 508.62

TL: 506.87

FG: 508.87

TL: 507.12

FG: 509.13

TL: 507.38

FG: 509.49

TL: 507.74

FG: 505.18

TL: 503.43

SECTION 43

932 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

FG 505.00

D5

15"

HDPE

FG: 505.89

TL: 504.14

C2

C1D5

18" HDPE

18" HDPE

18" HDPE

12" HDPE 12" HDPE

15" HDPE

D8C4D7

FG: 503.08

INV.: 495.00

FG: 505.14

INV.: 497.06

FG: 503.77

INV.: 495.69 FG 504.00

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

FG: 505.14

TL: 503.39

FG: 504.60

TL: 502.85

FG: 504.05

TL: 502.30

FG: 504.63

TL: 502.88

FG: 504.09

TL: 502.34

FG 507.02

FG 504.75

FG 501.50

FG 503.70

4" HDPE

4" HDPE

2 07

GS

2 15

EP

2 36

TC

2 45

TC

FG 531.48

FG 508.64

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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

Fil e P ath : G

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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

CG-114

BURIAL SECTION GRADING

ENLARGEMENT SECTION 43

FG: 507.59

INV.: 499.51

FG: 506.75

INV.: 498.67

FINISHED GRADE

PITCH: 3.

0%

N 5D 53'

4.1 " E

FG: 502.57

TL: 500.82

FG: 505.63

TL: 503.88

FG: 504.91

TL: 503.16

SECTION 45

698 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)50

2024" RCP

2 25

LP

" R

CP

12" HDPE 12" HDPE

12" HDPE

15" HDPE

D8

D9

C4D7

FG: 503.77

INV.: 495.69

FG: 502.48

INV.: 494.40

FG 504.00

FG 505.00

FG 501.50

FG 503.70

4" HDPE

8'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

5'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

FG: 505.75

TL: 504.00

FG: 506.53

TL: 504.78

FG: 507.37

TL: 505.62

FG: 507.25

TL: 505.50

FG: 507.85

TL: 506.10

FG: 507.79

TL: 506.04

FG: 507.73

TL: 505.98

FG: 506.65

TL: 504.90

FG: 506.35

TL: 504.60

FG: 506.05

TL: 504.30

FG: 505.63

TL: 503.88

FG: 505.33

TL: 503.58

FG: 504.85

TL: 503.10

FG: 504.01

TL: 502.26

FG: 504.13

TL: 502.38

FG: 503.29

TL: 501.54

FG: 503.41

TL: 501.66

FG: 505.09

TL: 503.34

2 36

TC

FG 527.84

FG 528.52

FG: 503.31

INV.: 495.23

FG: 503.29

INV.: 495.21

FG: 504.03

INV.: 495.95

FG: 504.01

INV.: 495.93

FG: 504.85

INV.: 496.77

FG: 505.17

INV.: 497.09

FG: 506.05

INV.: 497.97

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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

Fil e P ath : G

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ID

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EN

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G-

0.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

CG-115

BURIAL SECTION GRADING

ENLARGEMENT SECTION 45

FIN

IS

HE

D

GR

AD

E

PI

TC

H:

8.

0%

N5 1°

' 0

0.2 "E

FINISHED GRADE

PITCH: 8.0%

N32° 27' 43.1"E

FG 536.71

FG 545.32

FG: 542.03

TL: 540.28

FG: 542.18

TL: 540.43

SECTION 51

998 IN-GROUND

CREMAINS SITES

(WITHIN 4'X4' PLOTS)

SECTION 53

998 IN-GROUND

CREMAINS SITES

(WITHIN 4'X4' PLOTS)

12" RCP

43 08

EP

43 00

GS

43 23

TC

43 43

TC

46 89

HP

FG 533.71

FG 545.44

FG 545.56

FG 545.68

FG 545.80

FG 545.85

FG 546.00

FG 545.80

FG 545.21 FG 544.41

FG 533.91

FG 537.11

FG 531.04

FG 531.68

FG 531.04

FG 531.68

FG 543.20 FG 543.20

FG 542.88

FG 542.56

FG 542.24

FG 541.92

FG 541.60

FG 540.96

FG 540.64

FG 540.32

FG 540.00

FG 539.62

FG 535.71 FG 534.61

FG 531.04FG 531.04

FG 545.29

FG 542.56

189'-4" HDPE PERFORATED

PIPE @ 0.50% MIN.

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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

Fil e P ath : G

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IN

\33

\02

\P

LA

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\B

ID

D

OC

UM

EN

TS

\C

G-

0.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

CG-116

BURIAL SECTION GRADING

ENLARGEMENT SECTION 51 & 53

FG: 538.81

INV.: 530.73

FG: 537.77

INV.: 529.69

FINISHED GRADE

PITCH: 8.0%

N32° 24' 30.4"E

FG: 540.41

FG: 537.50

TL: 535.75

FG: 538.76

TL: 537.01

SECTION 49

532 IN-GROUND

CREMAINS SITES

(WITHIN 4'X4' PLOTS)

15" RCP

12" RCP

33A

12" HDPE

D13

FG 532.44

FG 532.12

FG 531.80

FG 531.48 FG 531.48

FG 531.80

FG 539.16 FG 539.11

FG 538.82

FG 538.52

FG 537.89

FG 537.24

FG 536.92

FG 536.60

FG 536.92

FG 531.48

FG 537.24

FG: 537.50

INV.: 529.42

FG 538.00

4" HDPE

189'-4" HDPE PERFORATED

PIPE @ 0.50% MIN.

FG 538.76

FG 538.62

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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

CG-117

BURIAL SECTION GRADING

ENLARGEMENT SECTION 49

FI

NI

SH

ED

G

RA

DE

PI

TC

H:

8.

0%

N4 4°

' 4

1.5 "E

FG: 531.88

TL: 530.13

FG: 532.29

TL: 530.54

FG: 532.76

TL: 531.01

FG: 533.17

TL: 531.42

FG: 533.86

TL: 532.11

SECTION 47

690 IN-GROUND

CREMAINS SITES

(WITHIN 4'X4' PLOTS)

531 529

18" RCP

15" RCP

31A

34 48

EP

34 48

EP

34 40

GS

34 62

TC

34 86

TC

530 530

FG 531.10

FG 530.34 FG 529.44

FG 527.84FG 529.76

FG 535.79

FG 535.82

FG 535.86

FG 535.83 FG 534.81

FG 534.36

FG 533.91

FG 533.39

FG 532.94

FG 532.49

FG 532.04

FG 531.59

FG 535.29

FG 529.28

FG 529.72

FG 528.52

FG: 533.64

INV.: 523.20

FG: 532.66

INV.: 523.20

FG: 532.76

INV.: 523.20

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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

Fil e P ath : G

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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

CG-118

BURIAL SECTION GRADING

ENLARGEMENT SECTION 47

FG: 546.92

INV.: 538.84

FG: 548.18

INV.: 540.10

FG: 548.07

INV.: 539.99

FINISHED GRADE

PITCH: 2.3%

N 80°4'44.7" E

FG: 547.68

TL: 545.93

FG: 547.27

TL: 545.52

FG: 547.07

TL: 545.32

FG: 546.87

TL: 545.12

FG: 546.51

TL: 544.76

FG: 546.05

TL: 544.30

FG: 545.77

TL: 544.02

FG: 545.16

TL: 543.41

FG: 544.95

TL: 543.20

FG: 544.29

TL: 542.54

FG: 545.92

TL: 544.17

FG: 546.76

TL: 545.01

FG: 547.66

TL: 545.91

FG: 547.80

TL: 546.05

FG: 547.84

TL: 546.09

FG: 547.88

TL: 546.13

FG: 548.04

TL: 546.29

FG: 548.08

TL: 546.33

FG: 548.06

TL: 546.31

FG: 548.22

TL: 546.47

FG: 548.25

TL: 546.50

FG: 548.29

TL: 546.54

FG: 548.33

TL: 546.58

FG: 548.37

TL: 546.62

FG: 548.41

TL: 546.66

FG: 546.33

TL: 544.58

FG: 546.17

TL: 544.42

FG: 547.56

TL: 545.81

FG: 545.55

TL: 543.80

FG: 545.29

TL: 543.54

SECTION 52

1,086 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

FG: 548.36

INV.: 540.28

43 08

EP

43 00

GS

43 23

TC

43 43

TC

FG: 547.47

TL: 545.72

8" PVC8" PVC C13C12D15

FG 545.85

FG 546.00

FG 545.80

FG 545.21

FG 544.41

FG 543.20

FG 543.20

FG 545.29

FG 544.22 FG: 545.14

INV.: 536.70FG 543.64

FG: 544.74

INV.: 536.66

FG: 545.47

INV.: 537.39FG: 544.29

INV.: 536.21

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

0'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

5'-

4"

HD

PE

P

ER

FO

RA

TE

D

PI

PE

0.

MI

N.

GS43 08

EP

43 43

TC

43 23

TC

4" HDPE

4" HDPE

4" HDPE

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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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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

CG-119

BURIAL SECTION GRADING

ENLARGEMENT SECTION 52

FG: 545.34

INV.: 537.26

FG: 544.31

INV.: 536.23FG: 543.76

INV.: 535.68

FINISHED GRADE

PITCH: 2.2%

N65° 22' 18.8"E

FG: 546.11

TL: 544.36

FG: 546.03

TL: 544.28

FG: 545.95

TL: 544.20

FG: 544.89

TL: 543.14

FG: 543.69

TL: 541.94

FG: 544.17

TL: 542.42

FG: 540.41

TL: 538.66

FG: 541.20

TL: 539.45

FG: 542.03

TL: 540.28

FG: 542.18

TL: 540.43

FG: 543.11

TL: 541.36

FG: 543.71

TL: 541.96

FG: 542.92

TL: 541.17

FG: 541.44

TL: 539.69

SECTION 50

1,368 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

12" RCP

43 08

EP

43 00

GS

43 23

TC

FG: 545.61

TL: 543.86

FG: 543.47

TL: 541.72

FG: 543.26

TL: 541.51

FG: 540.60

TL: 538.85

FG: 543.52

TL: 541.77

FG: 543.32

TL: 541.57

FG: 545.86

TL: 544.11

FG: 544.41

TL: 542.66

12" HDPE

12" HDPE

8" PVC

12" HDPE12" HDPE12" HDPE

8" PVC

D14

C13C12

C11C10D13

D15

FG 543.20

FG 542.88

FG 542.56

FG 542.24

FG 541.92

FG 541.60

FG 540.96

FG 540.64

FG 540.32

FG 540.00

FG 542.56

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

FG 542.32

FG 539.85 FG 541.14

FG 544.22 FG: 545.14

INV.: 536.70FG 543.64

FG 538.00

FG: 542.42

INV.: 534.34

FG: 541.40

INV.: 533.32

FG: 540.21

INV.: 532.13

FG: 540.41

INV.: 532.33

4" HDPE

4" HDPE

4" HDPE

189'-4" HDPE PERFORATED

PIPE @

0.50%

MIN.

43 23

TC

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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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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

CG-120

BURIAL SECTION GRADING

ENLARGEMENT SECTION 50

FG: 541.64

INV.: 533.56

FG: 540.22

INV.: 532.14FG: 538.81

INV.: 530.73

FG: 537.25

INV.: 529.17

FG: 537.77

INV.: 529.69

FINISHED GRADE

PITCH: 3.0%

N65° 21' 05.2"E

FG: 542.57

TL: 540.82

FG: 540.77

TL: 539.02

FG: 540.55

TL: 538.80

FG: 539.56

TL: 537.81

FG: 538.63

TL: 536.88

FG: 535.79

TL: 534.04

FG: 536.30

TL: 534.55

FG: 536.61

TL: 534.86

FG: 537.16

TL: 535.41

FG: 537.26

TL: 535.51

FG: 537.50

TL: 535.75

FG: 538.76

TL: 537.01

FG: 541.70

TL: 539.95

FG: 536.85

TL: 535.10

SECTION 48

1,224 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

" R

CP

34 40

GS

34 48

EP

34 82

TC

34 48

EP

34 40

GS

34 62

TC

34 86

TC

FG: 542.54

TL: 540.79

12" HDPE 12" HDPE

12" HDPE

12" HDPE12" HDPE

12" HDPE

12" HDPE

D14

D12

C11C10

C9D11

D13

FG 535.82

FG 535.86

FG 535.83

FG 535.29

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

FG: 537.64

INV.: 529.56

FG: 536.22

INV.: 528.14

FG: 536.06

INV.: 527.98

FG: 537.50

INV.: 529.42

FG: 535.79

INV.: 527.71

FG 537.12

FG 542.32

FG 536.33FG 534.43

FG 539.85 FG 541.14FG 538.00

4" HDPE

4" HDPE

4" HDPE

9'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

34 64

TC

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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

Fil e P ath : G

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IN

\33

\02

\P

LA

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\B

ID

D

OC

UM

EN

TS

\C

G-

0.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

CG-121

BURIAL SECTION GRADING

ENLARGEMENT SECTION 48

FG: 535.73

INV.: 527.65

FG: 534.61

INV.: 526.53

FINISHED GRADE

PITCH: 3.0%

N55° 39' 54.9"E

FG: 538.02

TL: 536.27

FG: 534.33

TL: 532.58

FG: 531.18

TL: 529.43

FG: 531.11

TL: 529.36

FG: 534.63

TL: 532.88

FG: 531.03

TL: 529.28

FG: 534.86

TL: 533.11

FG: 530.96

TL: 529.21

FG: 535.44

TL: 533.69

FG: 531.46

TL: 529.71

FG: 531.88

TL: 530.13

FG: 532.29

TL: 530.54

FG: 532.76

TL: 531.01

FG: 533.17

TL: 531.42

FG: 533.81

TL: 532.06

FG: 533.86

TL: 532.11

FG: 534.65

TL: 532.90

SECTION 46

1,102 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

" R

CP

34 4834 40

GS

34 62

TC

FG: 531.18

TL: 529.43

FG: 531.26

TL: 529.51

FG: 531.33

TL: 529.58

12"

RCP

12" HDPE12" HDPE

12" HDPE12" HDPE

12" HDPE

12" HDPE

12" HDPE

12"

HDPE

D12

D10

C9

C8C7C6

C5

D11

FG 534.81

FG 534.36

FG 533.91

FG 533.39

FG 532.94

FG 532.49

FG 532.04

FG 531.59

FG: 532.42

INV.: 524.34

FG: 534.10

INV.: 526.02

FG 531.89 FG 533.61 FG 533.21FG 530.86

FG 530.63

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

1'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

FG: 530.93

INV.: 522.85

FG: 533.64

INV.: 523.20

FG: 532.66

INV.: 523.20

FG: 532.76

INV.: 523.20

FG: 531.46

INV.: 523.20

FG: 537.42

INV.: 529.34

FG 537.12

FG 536.33FG 534.43

4" HDPE

4" HDPE

4" HDPE

3'-

4" H

DP

E

PE

RF

OR

AT

ED

PI

PE

0.

M

IN

34 64

TC

FG: 536.30

TL: 534.55

FG: 537.16

TL: 535.41

IN-GROUND CREMAINS PLOTS

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

PERIMETER

CRYPT (TYP.)

INTERIOR

CRYPT (TYP.)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

FG: 200.00

TL: 198.25

UNDERDRAIN INVERTINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

FG: 200.00

INV.: 191.75

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

LEGEND:

STORM SEWER PIPE

CURB INLET

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM DRAIN MANHOLE

STORM DRAIN BASIN

GRADING NOTES:

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

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

CG-122

BURIAL SECTION GRADING

ENLARGEMENT SECTION 46