Attachment 6 818PC2032-MNC_BD_PLANS_Part3.pdf

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

KEY MAP

(NOT TO SCALE)

NORTH

LEGEND:

LIMITS OF WORK

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

PRE-PLACED CRYPTS

LIMITS OF GRADING

IN-GROUND CREMAINS PLOTS

SECTION MARKER

GRAVESIDE GRID MONUMENT

INTERIOR

CRYPT (TYP.)

PERIMETER

CRYPT (TYP.)

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

ELEVATION LABEL

CLEANOUT INVERT OUT AND

FINISHED GRADE ELEVATION LABEL

FINISHED GRADE ELEVATION

TOP OF CRYPT LID ELEVATION

UNDERDRAIN INVERT

BURIAL SECTION GRADING

ENLARGEMENT SECTION 65

CG154

INV

FG

TL

FG 100.00

TL 98.25

FG 100.00

INV=91.75

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Location

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

BOURNE DRIVE EXTENSION PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

NEW ROAD CENTERLINE PROFILES

CT201

Project Title

Location

Issue Date Checked Drawn

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

MAYFLOWER WAY PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

MAYFLOWER WAY PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

MAYFLOWER WAY PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

NEW ROAD CENTERLINE PROFILES

CT202

Project Title

Location

Issue Date Checked Drawn

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

MAINTENANCE ROAD PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

NEW ROAD CENTERLINE PROFILES

CT203

Project Title

Location

Issue Date Checked Drawn

A

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D

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C

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

USS CONSTITUTION AVENUE PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

USS CONSTITUTION AVENUE PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

NEW ROAD CENTERLINE PROFILES

CT204

Project Title

Location

Issue Date Checked Drawn

A

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C

D

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

ADD ALTERNATE ROAD 1 PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

EXTENSION TO ADD ALTERNATE ROAD 2 PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

NEW ROAD CENTERLINE PROFILES

- ADD ALT. 1

CT205

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

ADD ALTERNATE ROAD 2 PROFILE

SCALE: 1"=50' HORIZONTAL

1"=5' VERTICAL

NEW ROAD CENTERLINE PROFILES

- ADD ALT. 1

CT206

3:1 MAX*

3:1 MAX*

3:1 MAX*

3:1 MAX* 2.08% 2.08% 2.08%2.08%

2' 8.75"

12' 12' 8.75"

2'

24'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

MOUNTABLE CURB, TYP.

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

MOUNTABLE CURB, TYP.

*UNLESS OTHERWISE NOTEDTOPSOIL, SEED, AND MULCH

TOPSOIL, SEED, AND MULCH

3:1 MAX*

3:1 MAX*

3:1 MAX*

3:1 MAX* 2.08% 2.08% 2.08%2.08%

2' 8.75"

12' 12' 8.75"

2'

24'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

MOUNTABLE CURB, TYP.

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

MOUNTABLE CURB, TYP.

*UNLESS OTHERWISE NOTEDTOPSOIL, SEED, AND MULCH

TOPSOIL, SEED, AND MULCH

4:1 MAX*

4:1 MAX*

4:1 MAX*

4:1 MAX* 2.08% 2.08% 2.08%2.08%

12' 12' 8.75"

2'

24'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

MOUNTABLE CURB, TYP.

*UNLESS OTHERWISE NOTED

2% 2.08%

FLUSH CURB, TYP.

6" DEPTH CONCRETE PAVEMENT, TYP.

10'8.75"8'2'

PARALLEL PARKINGSIDEWALK

TOPSOIL, SEED, AND MULCH

TOPSOIL, SEED, AND MULCH

2.08%2.08%

12' 12'

24'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

*UNLESS OTHERWISE NOTED

3:1 MAX*

3:1 MAX* 2.08%

25%

2.08% 25%

3:1 MAX*

3:1 MAX*

2.08% 25%

2.08% 25%

2'4'2'4'

10'

SWALE

4'2'4'

10'

SWALE

2'

TOPSOIL, SEED, AND MULCH

2.08%2.08%

12' 12'

24'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

*UNLESS OTHERWISE NOTED

3:1 MAX*

3:1 MAX* 2.08%

25%

2.08% 25%

3:1 MAX*

3:1 MAX*

2.08% 25%

2.08% 25%

2'4'2'4'

10'

SWALE

4'2'4'

10'

SWALE

2'

TOPSOIL, SEED, AND MULCH

4:1 MAX*

4:1 MAX*

4:1 MAX*

4:1 MAX*

2.08%2.08%

10'10'

20'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

EX. TWO LANE CEMETERY ROAD

PROP. PLAN GRADE

EX. GRANITE CURB

*UNLESS OTHERWISE NOTED

2.08%

12' 8.75" 2'

PROP. CORTEGE TURN LANE

MOUNTABLE CURB, TYP.

2' 8.75"

EX. PAVEMENT

PAVEMENT KEY, TYP.

EX. PLAN GRADE

TOPSOIL, SEED, AND MULCH

4:1 MAX*

4:1 MAX*

2.08%

10' 5' 10' 8.75"

4' 2'

EX. CORTEGE LANE SIDEWALK PROP. CORTEGE LANE SIDEWALK

*UNLESS OTHERWISE NOTED

EX. PAVEMENT

PROP. PLAN GRADE

EX. PLAN GRADE

EX. SIDEWALKS AND

CORTEGE LANES

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

6" DEPTH CONCRETE PAVEMENT, TYP.

6" DEPTH CONCRETE PAVEMENT, TYP.

2%VARIESVARIES

FLUSH CURB, TYP.

TOPSOIL, SEED, AND MULCH

2.08%2.08%

7'-6" 7'-6"

15'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

DRIVEWAY

PROP. PLAN GRADE

*UNLESS OTHERWISE NOTED

4:1 MAX*

4:1 MAX* 2.08%

4:1 MAX*

4:1 MAX*

2.08%

2' 2'

TOPSOIL, SEED, AND MULCH

TOPSOIL, SEED, AND MULCH

2.08%2.08%

7'-6" 7'-6"

15'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

DRIVEWAY

PROP. PLAN GRADE

*UNLESS OTHERWISE NOTED

4:1 MAX*

4:1 MAX* 2.08%

4:1 MAX*

4:1 MAX*

2.08%

2' 2'

TOPSOIL, SEED, AND MULCH

TOPSOIL, SEED, AND MULCH

3:1 MAX*

3:1 MAX*

3:1 MAX*

3:1 MAX* 2.08% 2.08% 2.08%2.08%

2' 8.75"

12' 12' 8.75"

2'

24'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

MOUNTABLE CURB, TYP.

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

MOUNTABLE CURB, TYP.

*UNLESS OTHERWISE NOTEDTOPSOIL, SEED, AND MULCH

TOPSOIL, SEED, AND MULCH

2.08%2.08%

12' 12'

24'

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

3:1 MAX*

3:1 MAX* 2.08%

25%

2.08% 25%

3:1 MAX*

3:1 MAX*

2.08% 25%

2.08% 25%

2'4'2'4'

10'

SWALE

4'2'4'

10'

SWALE

2'

HEAVY DUTY BITUMINOUS PAVEMENT, TYP.

*UNLESS OTHERWISE NOTED

TOPSOIL, SEED, AND MULCH

3:1 MAX*

3:1 MAX*

3:1 MAX*

3:1 MAX* 2.08% 2.08% 2.08%2.08%

2' 8.75"

12' 12' 8.75"

2'

24'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

MOUNTABLE CURB, TYP.

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

MOUNTABLE CURB, TYP.

*UNLESS OTHERWISE NOTEDTOPSOIL, SEED, AND MULCH

TOPSOIL, SEED, AND MULCH

3:1 MAX*

3:1 MAX*

3:1 MAX*

3:1 MAX* 2.08% 2.08% 2.08%2.08%

2' 8.75"

12' 12' 8.75"

2'

24'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

MOUNTABLE CURB, TYP.

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

MOUNTABLE CURB, TYP.

*UNLESS OTHERWISE NOTEDTOPSOIL, SEED, AND MULCH

TOPSOIL, SEED, AND MULCH

2% MAX*

2% MAX*

2% MAX*

2% MAX* 2.08%2.08%

8.75" 11' 11'

8.75"

22'

LIGHT DUTY BITUMINOUS PAVEMENT, TYP.

MOUNTABLE CURB, TYP.

TWO WAY CEMETERY ROAD

PROP. PLAN GRADE

MOUNTABLE CURB, TYP.

*UNLESS OTHERWISE NOTED

3:1 MAX*

3:1 MAX*

3:1 MAX*

3:1 MAX* 2.08%

12'

LIGHT DUTY BITUMINOUS

PAVEMENT, TYP.

PROP. PLAN GRADE

*UNLESS OTHERWISE NOTED

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

PAVEMENT CROSS-SECTIONS

CT501

BUNKER

HILL

CIRCLE

PLYMOUTH

LANE

LANECONCORD

CIRCLE

LEXING

TON

WAYVETERANS

VETERANS

W

AY CIRCLE

WAMPANOAG

BO

UL

EV

AR

D

BE

NN

IN

GT

ON

PA

TR

IO

T

LA

NE

M

EM

O

RIAL

CIRCLE

BO

U

R

NE

D R

IVE

McKENNA ROAD

ADD ALT CL

PATCH ELECTRICAL

CROSSING

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

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F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

OVERALL PAVEMENT

REPLACEMENT PLAN

C-010

NORTH

NOTES

1. ALL CURB DAMAGED BY MILL & OVERLAY AND

FULL DEPTH REPLACEMENT SHALL BE

REPLACED IN-KIND AT NO ADDITIONAL COST

TO THE OWNER.

2. PAVEMENT PATCHES NEEDED FOR

ELECTRICAL RELOCATION SHALL BE MADE SO

ONE UNIFORM SURFACE IS ACHIEVED.

GRAPHIC LEGEND:

FULL DEPTH REPLACEMENT

MILL AND OVERLAY

LIMITS OF PAVEMENT

REPAIR/REPLACEMENT

NOTES:

1. EXISTING INLETS AND CURB TO REMAIN PROTECTED

ALONG ROADWAY THAT IS BEING FULL DEPTH REPLACED.

2. CONTRACTOR TO REMOVE ASPHALT, SUBBASE, AND ANY

NECESSARY DEPTH OF SUBGRADE IN ORDER FOR FULL

DEPTH REPLACEMENT TO OCCUR.

KEY NOTE LEGEND:

PAVEMENT KEY

KEY NO: DESCRIPTION DETAIL/PG

TIE INTO NEW PHASE 4 PAVEMENT2

ALL CONCRETE EXPANSION JOINTS

TO BE REPAIRED3

JOINT REPLACEMENT AREA

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

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

PAVEMENT REPLACEMENT PLAN

AREA 1

C-011

NORTH

PATCH ELECTRICAL

CROSSING

GRAPHIC LEGEND:

FULL DEPTH REPLACEMENT

MILL AND OVERLAY

LIMITS OF PAVEMENT

REPAIR/REPLACEMENT

NOTES:

1. EXISTING INLETS AND CURB TO REMAIN PROTECTED

ALONG ROADWAY THAT IS BEING FULL DEPTH REPLACED.

2. CONTRACTOR TO REMOVE ASPHALT, SUBBASE, AND ANY

NECESSARY DEPTH OF SUBGRADE IN ORDER FOR FULL

DEPTH REPLACEMENT TO OCCUR.

KEY NOTE LEGEND:

PAVEMENT KEY

KEY NO: DESCRIPTION DETAIL/PG

TIE INTO NEW PHASE 4 PAVEMENT2

ALL CONCRETE EXPANSION JOINTS

TO BE REPAIRED3

JOINT REPLACEMENT AREA

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

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

PAVEMENT REPLACEMENT PLAN

AREA 2

C-012

PATCH ELECTRICAL

CROSSING

GRAPHIC LEGEND:

FULL DEPTH REPLACEMENT

MILL AND OVERLAY

LIMITS OF PAVEMENT

REPAIR/REPLACEMENT

NOTES:

1. EXISTING INLETS AND CURB TO REMAIN PROTECTED

ALONG ROADWAY THAT IS BEING FULL DEPTH REPLACED.

2. CONTRACTOR TO REMOVE ASPHALT, SUBBASE, AND ANY

NECESSARY DEPTH OF SUBGRADE IN ORDER FOR FULL

DEPTH REPLACEMENT TO OCCUR.

KEY NOTE LEGEND:

PAVEMENT KEY

KEY NO: DESCRIPTION DETAIL/PG

TIE INTO NEW PHASE 4 PAVEMENT2

ALL CONCRETE EXPANSION JOINTS

TO BE REPAIRED3

JOINT REPLACEMENT AREA

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

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

PAVEMENT REPLACEMENT PLAN

AREA 3

C-013

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

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

STORM PROFILES

CU260

STORM PROFILE O1-11

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

VERTICAL

HORIZONTAL

STORM PROFILE 2-16

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE 4-23

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE O30-36

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE O130-132

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE 34-37

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

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

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

STORM PROFILES

CU261

VERTICAL

HORIZONTAL

STORM PROFILE O40-44

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE O50-52

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE O80-82

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE O60-62

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE EX.180-184

SCALE:

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

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

STORM PROFILES

CU262

VERTICAL

HORIZONTAL

STORM PROFILE 13-CO2

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE 5-CO4

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE 8-CO6

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE 2-19

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE 12-21

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE EX.109-171

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE EX.150-151

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE 17-20

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE O70-72

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE O100-O101

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE EX.160-161

SCALE:

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

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

STORM PROFILES

CU263

VERTICAL

HORIZONTAL

STORM PROFILE (ADD ALT. 1) O110-112

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE (ADD ALT. 1) EX.200-203

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE (ADD ALT. 1) O140-145

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE O90-EX.3

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE 91-EX.DMHA

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE (ADD ALT. 1) EX.190-191

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE 93-94

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE (ADD ALT. 1) 141-147

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

STORM PROFILE (ADD ALT. 1) O120-122

SCALE:

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

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

STORM COMPUTATIONS

CU264

Inlet No. Runoff to Inlet Curb / Sump Inlet Computations

In le tS tru ct ur e N o.

In le tT yp e

Le ng th (ft

D ra in ag e A re a

(a c)

C C A

S um

C A

I( in

/h r)

Q ,i nc re m (c fs

Q ,c ar ry ov er

(c fs

Q t, gu tte r( cf s)

S ,g ut te r( ft/ ft)

S x, cr os s sl op e

(ft /ft

T, sp re ad

(ft

P ,e ff le ng th

(ft

V el oc ity

(ft /s d (ft

E

Q in te rc ep te d

Q b, ca rry ov er

(c fs d, su m p

(ft

T, sp re ad at sa g (ft

Remarks

82 GRATE 2 0.22 0.55 0.12 -- 7.64 0.92 0.00 0.92 0.0310 0.0208 5.10 -- 3.40 0.11 0.74 0.68 0.24 -- -- ON GRADE

81 GRATE 2 0.16 0.67 0.11 -- 7.64 0.84 0.00 0.84 0.0310 0.0208 4.89 -- 3.30 0.10 0.76 0.62 0.20 -- -- ON GRADE

36 GRATE 2 0.25 0.60 0.15 -- 7.64 1.15 0.20 1.35 0.0300 0.0208 5.93 -- 3.70 0.12 0.66 0.97 0.44 -- -- ON GRADE

35 GRATE 2 0.17 0.65 0.11 -- 7.64 0.84 0.00 0.84 0.0300 0.0208 4.96 -- 3.28 0.10 0.75 0.63 0.21 -- -- ON GRADE

44 GRATE 2 0.17 0.54 0.09 -- 7.64 0.69 0.00 0.69 0.0700 0.0208 3.95 -- 4.31 0.08 0.85 0.59 0.11 -- -- ON GRADE

43 GRATE 2 0.27 0.65 0.18 -- 7.64 1.38 0.44 1.82 0.0700 0.0208 5.61 -- 5.44 0.12 0.69 1.24 0.54 -- -- ON GRADE

41 GRATE 4 0.09 0.90 0.08 -- 7.64 0.61 0.11 0.72 0.0190 0.0208 5.25 -- 2.64 0.11 0.73 0.53 0.20 -- -- ON GRADE

42 GRATE 4 0.11 0.51 0.06 -- 7.64 0.46 0.54 1.00 0.0190 0.0208 5.85 -- 2.84 0.12 0.68 0.66 0.31 -- -- ON GRADE

16 GRATE 2 0.45 0.48 0.22 -- 7.64 1.68 0.20 1.88 0.0190 0.0208 7.27 -- 3.37 0.15 0.58 1.08 0.77 -- -- ON GRADE

15 GRATE 2 0.37 0.51 0.19 -- 7.64 1.45 0.31 1.76 0.0180 0.0208 7.19 -- 3.26 0.15 0.59 1.03 0.72 -- -- ON GRADE

14 GRATE 4 0.63 0.36 0.23 -- 7.64 1.76 0.72 2.48 0.0180 0.0208 8.16 -- 3.54 0.17 0.56 1.37 1.08 -- -- ON GRADE

13 GRATE 4 0.26 0.33 0.09 -- 7.64 0.69 1.08 1.77 0.0000 0.0208 -- -- -- -- -- 1.74 0.00 0.25 11.79 SAG

21 GRATE 2 0.59 0.36 0.21 -- 7.64 1.60 0.77 2.37 0.0180 0.0208 8.08 -- 3.52 0.17 0.54 1.29 1.10 -- -- ON GRADE

12 GRATE 2 0.01 0.90 0.01 -- 7.64 0.08 1.10 1.18 0.0180 0.0208 -- -- -- -- -- 1.17 0.00 0.24 11.68 SAG

3 GRATE 4 0.21 0.45 0.09 -- 7.64 0.69 0.76 1.45 0.0000 0.0208 -- -- -- -- -- 1.48 0.00 0.22 10.75 SAG

17 GRATE 4 0.01 0.90 0.01 -- 7.64 0.08 1.18 1.26 0.0160 0.0208 6.48 -- 2.86 0.13 0.75 0.94 0.31 -- -- ON GRADE

18 GRATE 4 0.19 0.90 0.17 -- 7.64 1.30 1.28 2.58 0.0160 0.0208 8.51 -- 3.44 0.18 0.55 1.41 1.18 -- -- ON GRADE

19 GRATE 4 0.28 0.67 0.19 -- 7.64 1.45 1.33 2.78 0.0160 0.0208 8.72 -- 3.49 0.18 0.54 1.48 1.28 -- -- ON GRADE

20 GRATE 4 0.21 0.40 0.08 -- 7.64 0.61 0.20 0.81 0.0160 0.0208 5.72 -- 2.57 0.11 0.72 0.60 0.24 -- -- ON GRADE

31 GRATE 2 0.26 0.74 0.19 -- 7.64 1.45 0.14 1.59 0.0000 0.0208 -- -- -- -- -- 1.61 0.00 0.23 11.28 SAG

32 GRATE 4 0.16 0.88 0.14 -- 7.64 1.07 0.30 1.37 0.0000 0.0208 -- -- -- -- -- 1.38 0.00 0.22 10.34 SAG

33 GRATE 2 0.08 0.67 0.05 -- 7.64 0.38 0.30 0.68 0.0280 0.0208 4.72 -- 3.07 0.10 0.79 0.56 0.15 -- -- ON GRADE

34 GRATE 2 0.22 0.46 0.10 -- 7.64 0.76 0.21 0.97 0.0200 0.0208 5.67 -- 2.93 0.12 0.69 0.68 0.30 -- -- ON GRADE

37 GRATE 2 0.16 0.50 0.08 -- 7.64 0.61 0.00 0.61 0.0200 0.0208 4.75 -- 2.60 0.10 0.77 0.47 0.14 -- -- ON GRADE

71 GRATE 2 0.30 0.50 0.15 -- 7.64 1.15 0.00 1.15 0.0270 0.0208 5.69 -- 3.41 0.12 0.68 0.79 0.36 -- -- ON GRADE

72 GRATE 2 0.33 0.58 0.19 -- 7.64 1.45 0.00 1.45 0.0270 0.0208 6.22 -- 3.62 0.13 0.65 0.95 0.51 -- -- ON GRADE

61 GRATE 2 0.12 0.90 0.11 -- 7.64 0.84 0.36 1.20 0.0910 0.0208 4.59 -- 5.43 0.10 0.78 0.93 0.26 -- -- ON GRADE

62 GRATE 2 0.13 0.90 0.12 -- 7.64 0.92 0.51 1.43 0.0910 0.0208 4.88 -- 5.56 0.10 0.76 1.06 0.34 -- -- ON GRADE

51 GRATE 2 1.21 0.37 0.45 -- 7.64 3.44 0.26 3.70 0.0200 0.0208 9.31 -- 4.08 0.19 0.48 1.77 1.91 -- -- ON GRADE

52 GRATE 2 0.17 0.77 0.13 -- 7.64 0.99 0.34 1.33 0.0200 0.0208 6.38 -- 3.17 0.13 0.64 0.86 0.48 -- -- ON GRADE

8 GRATE 2 1.27 0.33 0.42 -- 7.64 3.21 0.48 3.69 0.0190 0.0208 9.40 -- 4.00 0.20 0.50 1.84 1.84 -- -- ON GRADE

9 GRATE 2 0.17 0.60 0.10 -- 7.64 0.76 0.00 0.76 0.0190 0.0208 5.26 -- 2.72 0.11 0.73 0.57 0.21 -- -- ON GRADE

11 GRATE 2 0.13 0.90 0.12 -- 7.64 0.92 1.91 2.83 0.0140 0.0208 9.00 -- 3.34 0.19 0.53 1.47 1.33 -- -- ON GRADE

10 GRATE 2 0.22 0.43 0.09 -- 7.64 0.69 0.00 0.69 0.0140 0.0208 5.40 -- 2.37 0.11 0.71 0.52 0.20 -- -- ON GRADE

5 GRATE 4 0.12 0.34 0.04 -- 7.64 0.31 0.40 0.71 0.1900 0.0208 5.07 -- 2.65 0.11 0.77 0.54 0.17 -- -- ON GRADE

6 GRATE 4 0.10 0.34 0.03 -- 7.64 0.23 0.97 1.20 0.1900 0.0208 6.23 -- 3.04 0.13 0.67 0.83 0.40 -- -- ON GRADE

7 GRATE 4 0.16 0.32 0.05 -- 7.64 0.38 1.84 2.22 0.0190 0.0208 7.99 -- 3.50 0.16 0.57 1.26 0.97 -- -- ON GRADE

4 GRATE 2 0.61 0.33 0.20 -- 7.64 1.53 0.17 1.70 0.0000 0.0208 -- -- -- -- -- 1.71 0.00 0.24 11.67 SAG

151 GRATE 4 0.32 0.77 0.25 -- 7.64 1.91 0.00 1.91 0.0220 0.0208 -- -- -- -- -- 1.88 0.00 0.24 11.40 SAG

171 GRATE 2 0.07 0.56 0.04 -- 7.64 0.31 0.00 0.31 0.0200 0.0208 3.64 -- 2.18 0.08 0.90 0.27 0.03 -- -- ON GRADE

147 GRATE 4 0.35 0.55 0.19 -- 7.64 1.45 0.15 1.60 0.0170 0.0208 7.15 -- 3.07 0.14 0.62 0.99 0.63 -- -- ON GRADE

146 GRATE 4 0.31 0.70 0.22 -- 7.64 1.68 0.10 1.78 0.0170 0.0208 7.54 -- 3.18 0.15 0.57 1.01 0.75 -- -- ON GRADE

161 GRATE 4 0.30 0.77 0.23 -- 7.64 1.76 0.00 1.76 0.0170 0.0208 -- -- -- -- -- 1.76 0.00 0.24 11.51 SAG

145 GRATE 2 0.29 0.61 0.18 -- 7.64 1.38 0.00 1.38 0.0400 0.0208 5.62 -- 4.12 0.12 0.69 0.94 0.41 -- -- ON GRADE

144 GRATE 2 0.22 0.81 0.18 -- 7.64 1.38 0.00 1.38 0.0400 0.0208 5.63 -- 4.12 0.12 0.69 0.94 0.42 -- -- ON GRADE

143 GRATE 4 0.18 0.50 0.09 -- 7.64 0.69 1.05 1.74 0.0400 0.0208 -- -- -- -- -- 1.74 0.00 0.25 11.79 SAG

142 GRATE 2 0.04 0.90 0.04 -- 7.64 0.31 0.75 1.06 0.0400 0.0208 -- -- -- -- -- 1.03 0.00 0.22 11.22 SAG

132 GRATE 2 0.17 0.46 0.08 -- 7.64 0.61 0.00 0.61 0.0280 0.0208 4.93 -- 2.33 0.09 0.79 0.38 0.10 -- -- ON GRADE

131 GRATE 2 0.07 0.90 0.06 -- 7.64 0.46 0.00 0.46 0.0280 0.0208 4.54 -- 2.47 0.10 0.76 0.45 0.15 -- -- ON GRADE

122 GRATE 2 0.42 0.52 0.22 -- 7.64 1.68 0.00 1.68 0.1000 0.0208 5.12 -- 6.12 0.11 0.70 1.18 0.49 -- -- ON GRADE

121 GRATE 2 0.16 0.72 0.12 -- 7.64 0.92 0.00 0.92 0.1000 0.0208 4.03 -- 5.22 0.08 0.84 0.74 0.14 -- -- ON GRADE

112 GRATE 2 0.25 0.50 0.13 -- 7.64 0.99 0.14 1.13 0.0450 0.0208 4.72 -- 4.75 0.10 0.77 0.85 0.25 -- -- ON GRADE

111 GRATE 2 0.22 0.49 0.11 -- 7.64 0.84 0.49 1.33 0.0450 0.0208 5.04 -- 4.96 0.10 0.74 0.97 0.34 -- -- ON GRADE

203 GRATE 2 0.03 0.90 0.03 -- 7.64 0.23 0.34 0.57 0.0160 0.0208 4.88 -- 2.31 0.10 0.76 0.42 0.13 -- -- ON GRADE

202 GRATE 2 0.87 0.66 0.57 -- 7.64 4.35 0.00 4.35 0.0270 0.0208 9.41 -- 4.77 0.20 0.48 2.09 2.30 -- -- ON GRADE

201 GRATE 2 0.05 0.90 0.05 -- 7.64 0.38 2.43 2.81 0.0150 0.0208 9.06 -- 3.37 0.18 0.49 1.37 1.40 -- -- ON GRADE

191 GRATE 2 0.20 0.64 0.13 -- 7.64 0.99 0.00 0.99 0.0000 0.0208 -- -- -- -- -- 0.98 0.00 0.18 10.91 SAG

192 GRATE 4 0.37 0.47 0.17 -- 7.64 1.30 0.00 1.30 -- 0.0208 -- -- -- -- -- 1.33 0.00 0.21 10.46 SAG

Runoff Intercepted STORM INLET COMPUTATIONS CA Pipe

Drain Inlet Pipe From To Area "A" Runoff Time Rainfall Runoff, Upper Lower Length Slope Capacity Flow Time Point Point (acres) Coeff., C (min) (in/hr) Q (cfs) End Inv End Inv (ft) (%) Dia (in) (cfs) Vel. (fps) (sec.)

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

Increment Accumulated CA Pipe

Drain Inlet Pipe From To Area "A" Runoff Time Rainfall Runoff, Upper Lower Length Slope Capacity Flow Time Point Point (acres) Coeff., C (min) (in/hr) Q (cfs) End Inv End Inv (ft) (%) Dia (in) (cfs) Vel. (fps) (sec.)

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

11 10 0.13 0.90 0.12 0.12 10.0 7.64 0.92 153.65 153.40 32.02 0.78% 15 5.70 3.4 9

10 9 0.22 0.43 0.09 0.21 10.0 7.64 1.60 153.30 152.45 98.02 0.87% 15 6.01 4.2 24

9 8 0.17 0.60 0.10 0.31 10.0 7.64 2.37 152.35 151.97 22.00 1.73% 15 8.48 5.9 4

8 7 1.27 0.33 0.42 0.73 10.0 7.64 5.58 151.87 151.10 77.16 1.00% 15 6.45 5.9 13

7 6 0.16 0.32 0.05 0.78 10.0 7.64 5.96 151.00 150.20 32.66 2.45% 15 10.10 8.6 4

6 5 0.10 0.34 0.03 0.81 10.0 7.64 6.19 150.10 149.40 20.95 3.34% 15 11.79 9.8 2

5 4 0.12 0.34 0.04 0.85 10.0 7.64 6.49 149.15 148.87 48.97 0.57% 18 7.94 5.0 10

4 3 0.61 0.33 0.20 1.43 10.0 7.64 10.93 148.77 148.25 32.49 1.60% 18 13.28 8.4 4

3 2 0.21 0.45 0.09 1.52 10.0 7.64 11.61 147.75 147.60 27.22 0.55% 24 16.80 5.8 5

2 O1 0.00 0.00 0.00 2.92 10.0 7.64 22.31 147.10 146.40 138.66 0.50% 30 29.18 6.6 21

23 22 0.31 0.30 0.09 0.09 10.0 7.64 0.69 154.00 153.00 130.59 0.77% 15 5.65 3.1 42

22 4 0.98 0.30 0.29 0.38 10.0 7.64 2.90 152.90 149.12 78.23 4.83% 15 14.18 9.1 9

20 17 0.21 0.40 0.08 0.08 10.0 7.64 0.61 151.00 150.10 25.50 3.53% 15 12.12 5.2 5

19 18 0.28 0.67 0.19 0.19 10.0 7.64 1.45 151.50 151.10 18.49 2.16% 15 9.49 5.6 3

18 17 0.19 0.90 0.17 0.36 10.0 7.64 2.75 151.00 150.10 22.52 4.00% 15 12.90 8.4 3

17 2 0.01 0.90 0.01 0.45 10.0 7.64 3.44 150.00 148.35 52.99 3.11% 15 11.39 8.1 7

44 43 0.17 0.54 0.09 0.09 10.0 7.64 0.69 160.00 159.80 22.00 0.91% 15 6.15 3.3 7

43 42 0.27 0.65 0.18 0.27 10.0 7.64 2.06 159.70 157.10 196.22 1.33% 15 7.43 5.2 38

42 41 0.11 0.51 0.06 0.33 10.0 7.64 2.52 157.00 156.80 22.00 0.91% 15 6.15 4.8 5

41 O40 0.09 0.90 0.08 0.41 10.0 7.64 3.13 156.70 156.00 92.80 0.75% 15 5.60 4.7 20

37 34 0.16 0.50 0.08 0.08 10.0 7.64 0.61 178.00 177.40 22.00 2.73% 15 10.66 4.7 5

36 35 0.25 0.60 0.15 0.15 10.0 7.64 1.15 183.40 183.10 22.47 1.34% 15 7.46 4.4 5

35 34 0.17 0.65 0.11 0.26 10.0 7.64 1.99 183.00 177.40 217.63 2.57% 15 10.35 6.6 33

34 33 0.22 0.46 0.10 0.44 10.0 7.64 3.36 177.30 174.50 117.79 2.38% 15 9.95 7.3 16

33 32 0.08 0.67 0.05 0.49 10.0 7.64 3.74 174.40 173.50 131.86 0.68% 15 5.33 4.9 27

32 31 0.16 0.88 0.14 0.63 10.0 7.64 4.81 173.40 173.20 22.00 0.91% 15 6.15 5.6 4

31 O30 0.26 0.74 0.19 0.82 10.0 7.64 6.26 173.10 172.90 20.61 0.97% 15 6.36 6.1 3

21 12 0.59 0.36 0.21 0.21 10.0 7.64 1.60 150.00 148.80 24.97 4.81% 15 14.14 7.7 3

16 15 0.45 0.48 0.22 0.22 10.0 7.64 1.68 154.50 154.14 22.00 1.64% 15 8.25 5.3 4

15 14 0.37 0.51 0.19 0.41 10.0 7.64 3.13 154.04 149.84 133.36 3.15% 15 11.45 8.0 17

14 13 0.63 0.36 0.23 0.64 10.0 7.64 4.89 149.74 148.97 23.81 3.23% 15 11.60 9.1 3

13 12 0.26 0.33 0.09 0.73 10.0 7.64 5.58 148.22 148.05 22.00 0.77% 24 19.89 5.4 4

12 2 0.01 0.90 0.01 0.95 10.0 7.64 7.26 147.95 147.60 31.70 1.10% 24 23.78 6.7 5

82 81 0.22 0.55 0.12 0.12 10.0 7.64 0.92 192.90 192.10 22.00 3.64% 15 12.30 5.9 4

81 O80 0.16 0.67 0.11 0.23 10.0 7.64 1.76 192.00 191.00 71.73 1.39% 15 7.62 5.1 14

72 71 0.33 0.58 0.19 0.19 10.0 7.64 1.45 195.00 194.60 22.00 1.82% 15 8.70 5.3 4

71 O70 0.30 0.50 0.15 0.34 10.0 7.64 2.60 194.50 194.00 32.36 1.55% 15 8.02 5.9 6

62 61 0.13 0.90 0.12 0.12 10.0 7.64 0.92 171.00 170.60 22.00 1.82% 15 8.70 4.6 5

61 O60 0.12 0.90 0.11 0.23 10.0 7.64 1.76 170.50 168.00 81.08 3.08% 15 11.33 6.7 12

52 51 0.17 0.77 0.13 0.13 10.0 7.64 0.99 158.70 158.30 22.00 1.82% 15 8.70 4.7 5

51 O50 1.21 0.37 0.45 0.58 10.0 7.64 4.43 158.20 158.00 32.34 0.62% 15 5.07 4.7 7

95 91 0.00 0.00 0.00 0.67 10.0 7.64 5.12 131.14 128.10 78.00 3.90% 18 20.73 9.7 8

94 93 0.08 0.90 0.07 0.07 10.0 7.64 0.53 132.19 131.50 128.35 0.54% 18 7.70 2.5 51

93 92 0.27 0.90 0.24 0.85 10.0 7.64 6.49 131.40 130.90 43.75 1.14% 18 11.22 6.6 7

92 91 0.00 0.00 0.00 0.85 10.0 7.64 6.49 130.80 128.10 73.30 3.68% 18 20.15 10.2 7

91 O90 0.00 0.00 0.00 1.52 10.0 7.64 11.61 128.00 127.00 64.71 1.55% 18 13.05 8.4 8

151 EX. 150 0.32 0.77 0.25 0.25 10.0 7.64 1.91 160.75 160.39 43.94 0.82% 15 5.84 4.3 10

171 170 0.07 0.56 0.04 0.04 10.0 7.64 0.31 160.80 160.65 26.11 0.57% 12 2.70 2.3 11

161 EX. 160 0.30 0.77 0.23 0.23 10.0 7.64 1.76 158.00 157.00 48.21 2.07% 15 9.29 5.8 8

Increment Accumulated

STORM SEWER CALCULATIONS

147 146 0.35 0.55 0.19 0.19 10.0 7.64 1.45 151.20 151.00 22.00 0.91% 15 6.15 4.2 5

146 141 0.31 0.70 0.22 0.41 10.0 7.64 3.13 150.90 150.77 17.34 0.75% 15 5.59 4.4 4

145 144 0.29 0.61 0.18 0.18 10.0 7.64 1.38 152.50 152.10 22.00 1.82% 15 8.70 5.2 4

144 143 0.22 0.81 0.18 0.36 10.0 7.64 2.75 152.00 151.25 110.18 0.68% 15 5.32 4.3 25

143 142 0.18 0.50 0.09 0.45 10.0 7.64 3.44 151.15 150.95 30.33 0.66% 15 5.24 4.8 6

142 141 0.04 0.90 0.04 0.49 10.0 7.64 3.74 150.85 150.77 13.19 0.61% 15 5.02 4.5 3

141 O140 0.00 0.00 0.00 0.90 10.0 7.64 6.88 150.67 150.32 58.80 0.60% 18 8.10 5.2 11

132 131 0.17 0.46 0.08 0.08 10.0 7.64 0.61 158.00 157.50 22.00 2.27% 15 9.73 4.4 5

131 O130 0.07 0.90 0.06 0.14 10.0 7.64 1.07 157.40 156.00 89.57 1.56% 15 8.07 4.6 20

122 121 0.42 0.52 0.22 0.22 10.0 7.64 1.68 154.00 153.50 22.00 2.27% 15 9.73 6.0 4

121 O120 0.16 0.72 0.12 0.34 10.0 7.64 2.60 153.40 148.00 59.31 9.10% 15 19.47 11.1 5

112 111 0.25 0.50 0.13 0.13 10.0 7.64 0.99 130.66 130.55 22.00 0.50% 15 4.56 3.0 7

111 O110 0.22 0.49 0.11 0.24 10.0 7.64 1.83 130.45 130.00 90.24 0.50% 15 4.56 3.5 26

203 202 0.03 0.90 0.03 0.03 10.0 7.64 0.23 126.25 125.70 57.91 0.95% 15 6.29 2.4 24

202 201 0.87 0.66 0.57 0.60 10.0 7.64 4.58 125.60 125.20 40.55 0.99% 15 6.41 5.7 7

201 EX. 200 0.05 0.90 0.05 0.65 10.0 7.64 4.97 125.10 123.80 154.77 0.84% 15 5.91 5.8 27

184 183 0.20 0.32 0.06 0.06 10.0 7.64 0.46 158.10 157.90 28.74 0.70% 15 5.38 2.7 11

183 182 0.00 0.00 0.00 0.06 10.0 7.64 0.46 157.80 157.50 37.96 0.79% 15 5.74 2.8 14

182 181 0.00 0.00 0.00 0.06 10.0 7.64 0.46 157.40 156.80 77.66 0.77% 15 5.67 2.8 28

181 EX. 180 0.08 0.37 0.03 0.09 10.0 7.64 0.69 156.70 156.39 43.89 0.71% 15 5.42 3.0 14

192 191 0.37 0.47 0.17 0.17 10.0 7.64 1.30 161.60 161.45 22.00 0.68% 12 2.94 3.6 6

191 EX. 190 0.20 0.64 0.13 0.30 10.0 7.64 2.29 161.35 160.91 80.75 0.54% 12 2.62 3.8 21

OUTLET

WATER INLET WATER

INLET SURFACE SURFACE

STATION ELEV. Do Qo Lo Sf (%) Hf Vo Ho Qi Vi QiVi Vi2/2g Hi ANGLE Hd Ht 1.3Ht 0.5Ht

FINAL

H

ELEVATION RIM

ELEV.

2 148.40 30 22.3 139 0.29 0.41 6.6 0.167 11.6 5.8 67.1 0.52 0.18 20 0.13 0.48 -- 0.24 0.65 149.05 156.61 3 149.20 24 11.6 27 0.26 0.07 5.8 0.130 10.9 8.4 91.9 1.10 0.38 40 0.47 0.99 -- 0.49 0.56 149.76 156.04 4 149.76 18 10.9 32 1.08 0.35 8.4 0.275 6.5 5.0 32.6 0.39 0.14 90 0.27 0.69 -- 0.34 0.69 150.46 156.36 5 150.46 18 6.5 49 0.38 0.19 5.0 0.098 6.2 9.8 60.4 1.48 0.52 5 0.09 0.70 -- 0.35 0.54 151.00 156.71 6 151.00 15 6.2 21 0.91 0.19 9.8 0.369 6.0 8.6 51.2 1.15 0.40 5 0.07 0.84 -- 0.42 0.61 151.61 157.13 7 151.61 15 6.0 33 0.85 0.28 8.6 0.287 5.6 5.9 33.1 0.55 0.19 5 0.03 0.51 -- 0.26 0.53 152.14 157.81 8 152.14 15 5.6 77 0.74 0.57 5.9 0.137 2.4 5.9 14.1 0.55 0.19 90 0.38 0.71 0.93 0.46 1.04 153.18 159.39 9 153.18 15 2.4 22 0.13 0.03 5.9 0.137 1.6 4.2 6.7 0.27 0.09 0 0.00 0.23 0.30 0.15 0.18 153.35 159.39 10 153.45 15 1.6 98 0.06 0.06 4.2 0.067 0.9 3.4 3.1 0.18 0.06 0 0.00 0.13 0.17 0.08 0.15 153.74 159.31 11 154.40 15 0.9 32 0.02 0.01 3.4 0.045 -- -- -- -- 0.00 0 0.00 0.05 0.06 0.03 0.04 154.44 159.10

22 150.46 15 2.9 78 0.20 0.16 9.1 0.322 3.4 8.1 28.0 1.03 0.36 30 0.36 1.04 1.36 0.68 0.84 153.28 157.61 23 154.00 15 0.7 131 0.01 0.01 3.1 0.038 3.4 8.1 28.0 1.03 0.36 0 0.00 0.40 0.52 0.26 0.27 154.29 160.24

20 151.10 15 0.6 26 0.01 0.00 5.2 0.104 3.4 8.1 28.0 1.03 0.36 0 0.00 0.46 0.60 0.30 0.30 151.40 156.80

17 149.35 15 3.4 53 0.28 0.15 8.1 0.258 2.8 8.4 23.0 1.09 0.38 40 0.47 1.11 1.44 0.72 0.87 150.47 156.62 18 151.10 15 2.8 23 0.18 0.04 8.4 0.273 1.5 5.6 8.1 0.49 0.17 30 0.17 0.61 0.80 0.40 0.44 151.54 156.67 19 152.10 15 1.5 18 0.05 0.01 5.6 0.122 -- -- -- -- 0.00 0 0.00 0.12 0.16 0.08 0.09 152.19 156.89

41 157.00 15 3.1 93 0.23 0.22 4.7 0.086 2.5 4.8 12.0 0.35 0.12 70 0.22 0.43 -- 0.21 0.43 157.43 161.88 42 157.80 15 2.5 22 0.15 0.03 4.8 0.088 2.1 5.2 10.7 0.42 0.15 80 0.28 0.51 -- 0.26 0.29 158.09 161.87 43 158.10 15 2.1 196 0.10 0.20 5.2 0.105 0.7 3.3 2.3 0.17 0.06 80 0.11 0.28 0.36 0.18 0.38 160.15 171.10 44 160.80 15 0.7 22 0.01 0.00 3.3 0.043 -- -- -- -- 0.00 0 0.00 0.04 0.06 0.03 0.03 160.83 171.10

37 178.40 15 0.6 22 0.01 0.00 4.7 0.087 -- -- -- -- 0.00 0 0.00 0.09 -- 0.04 0.05 178.45 182.55

31 173.90 15 6.3 21 0.94 0.19 6.1 0.146 4.8 5.6 26.8 0.48 0.17 5 0.03 0.34 -- 0.17 0.36 174.26 176.64 32 174.26 15 4.8 22 0.55 0.12 5.6 0.120 3.7 4.9 18.2 0.37 0.13 70 0.22 0.47 -- 0.24 0.36 174.62 176.65 33 174.62 15 3.7 132 0.33 0.44 4.9 0.092 3.4 7.3 24.7 0.84 0.29 30 0.29 0.68 -- 0.34 0.78 175.40 179.08 34 175.50 15 3.4 118 0.27 0.32 7.3 0.209 2.0 6.6 13.0 0.67 0.23 5 0.04 0.48 0.63 0.31 0.63 177.80 182.55 35 178.40 15 2.0 218 0.09 0.20 6.6 0.168 1.1 4.4 5.1 0.30 0.11 90 0.21 0.48 0.63 0.32 0.52 183.37 188.61 36 184.10 15 1.1 22 0.03 0.01 4.4 0.076 -- -- -- -- 0.00 0 0.00 0.08 0.10 0.05 0.06 184.16 189.59

21 149.80 15 1.6 25 0.06 0.02 7.7 0.228 -- -- -- -- 0.00 0 0.00 0.23 0.30 0.15 0.16 150.28 156.51

12 149.20 24 7.3 32 0.10 0.03 6.7 0.172 1.5 5.3 7.7 0.43 0.15 15 0.08 0.41 -- 0.20 0.24 149.44 156.24 13 149.65 24 5.6 22 0.06 0.01 5.4 0.115 4.9 9.1 44.4 1.28 0.45 90 0.90 1.46 -- 0.73 0.74 150.39 156.23 14 150.39 15 4.9 24 0.57 0.14 9.1 0.320 3.1 8.0 25.0 0.99 0.35 10 0.13 0.79 1.03 0.52 0.65 151.04 156.49 15 151.04 15 3.1 133 0.23 0.31 8.0 0.247 1.7 5.3 8.9 0.43 0.15 80 0.29 0.69 0.89 0.45 0.76 154.49 158.89 16 155.14 15 1.7 22 0.07 0.01 5.3 0.108 -- -- -- -- 0.00 0 0.00 0.11 0.14 0.07 0.09 155.23 158.89

81 192.00 15 1.8 72 0.07 0.05 5.1 0.099 1.5 5.3 7.7 0.43 0.15 15 0.08 0.33 0.43 0.22 0.27 192.41 197.89 82 193.10 15 0.9 22 0.02 0.00 5.9 0.134 -- -- -- -- 0.00 0 0.00 0.13 0.17 0.09 0.09 193.19 197.98

71 195.00 15 2.6 32 0.16 0.05 5.9 0.133 1.5 5.3 7.7 0.43 0.15 30 0.15 0.43 0.57 0.28 0.33 195.33 200.76 72 195.60 15 1.5 22 0.05 0.01 5.3 0.108 -- -- -- -- 0.00 0 0.00 0.11 0.14 0.07 0.08 195.68 200.77

61 169.00 15 1.8 81 0.07 0.06 6.7 0.175 0.9 4.6 4.2 0.33 0.12 30 0.12 0.41 0.53 0.26 0.32 170.83 174.45 62 171.60 15 0.9 22 0.02 0.00 4.6 0.083 -- -- -- -- 0.00 0 0.00 0.08 0.11 0.05 0.06 171.66 174.59

51 159.00 15 4.4 32 0.47 0.15 4.7 0.086 1.0 4.7 4.7 0.34 0.12 5 0.02 0.23 0.29 0.15 0.30 159.30 163.47 52 159.30 15 1.0 22 0.02 0.01 4.7 0.086 -- -- -- -- 0.00 0 0.00 0.09 0.11 0.06 0.06 159.36 163.47

95 130.05 18 5.1 78 0.24 0.18 9.7 0.368 -- -- -- -- 0.00 0 0.00 0.37 -- 0.18 0.37 131.65 135.54

91 128.20 18 11.6 65 1.22 0.79 8.4 0.272 6.5 10.2 66.2 1.61 0.56 50 0.81 1.64 2.13 1.07 1.85 130.05 136.03 92 130.05 18 6.5 73 0.38 0.28 10.2 0.403 6.5 6.6 42.8 0.68 0.24 50 0.34 0.98 -- 0.49 0.77 131.38 136.58 93 132.10 18 6.5 44 0.38 0.17 6.6 0.169 0.5 2.5 1.3 0.10 0.03 20 0.02 0.23 0.30 0.15 0.31 132.41 135.25 94 132.70 18 0.5 128 0.00 0.00 2.5 0.024 -- -- -- -- 0.00 0 0.00 0.02 0.03 0.02 0.02 132.72 136.00

151 161.39 15 1.9 44 0.09 0.04 4.3 0.071 -- -- -- -- 0.00 0 0.00 0.07 -- 0.04 0.07 161.46 164.94

171 161.45 12 0.3 26 0.01 0.00 2.3 0.020 -- -- -- -- 0.00 0 0.00 0.02 0.03 0.01 0.02 161.47 166.74

161 158.00 15 1.8 48 0.07 0.04 5.8 0.132 -- -- -- -- 0.00 0 0.00 0.13 0.17 0.09 0.12 158.37 162.72

146 151.77 15 3.1 17 0.23 0.04 4.4 0.077 1.5 4.2 6.1 0.28 0.10 50 0.14 0.31 0.41 0.20 0.24 152.01 155.72 147 152.01 15 1.5 22 0.05 0.01 4.2 0.070 -- -- -- -- 0.00 0 0.00 0.07 0.09 0.05 0.06 152.07 155.69

141 151.52 18 6.9 59 0.43 0.25 5.2 0.103 3.7 4.5 16.9 0.31 0.11 0 0.00 0.21 -- 0.11 0.36 151.88 156.77 142 151.88 15 3.7 13 0.33 0.04 4.5 0.079 3.4 4.8 16.4 0.35 0.12 20 0.09 0.29 -- 0.15 0.19 152.07 155.37 143 152.07 15 3.4 30 0.28 0.09 4.8 0.088 2.8 4.3 12.0 0.29 0.10 30 0.10 0.29 -- 0.15 0.23 152.30 155.34 144 152.30 15 2.8 110 0.18 0.20 4.3 0.073 1.4 5.2 7.1 0.42 0.15 70 0.25 0.47 0.62 0.31 0.51 152.81 157.34 145 153.10 15 1.4 22 0.05 0.01 5.2 0.104 -- -- -- -- 0.00 0 0.00 0.10 0.14 0.07 0.08 153.18 157.36

131 157.00 15 1.1 90 0.03 0.02 4.6 0.081 0.6 4.4 2.7 0.31 0.11 50 0.15 0.34 0.44 0.22 0.25 157.71 163.79 132 158.50 15 0.6 22 0.01 0.00 4.4 0.076 -- -- -- -- 0.00 0 0.00 0.08 0.10 0.05 0.05 158.55 163.74

121 149.00 15 2.6 59 0.16 0.10 11.1 0.475 1.7 6.0 10.0 0.55 0.19 15 0.10 0.77 1.00 0.50 0.60 153.71 159.23 122 154.50 15 1.7 22 0.07 0.01 6.0 0.138 1.8 3.5 6.5 0.19 0.07 0 0.00 0.20 0.27 0.13 0.15 154.65 159.23

111 131.00 15 1.8 90 0.08 0.07 3.5 0.048 1.0 3.0 3.0 0.14 0.05 20 0.03 0.13 0.17 0.09 0.16 131.16 134.32 112 131.55 15 1.0 22 0.02 0.01 3.0 0.034 -- -- -- -- 0.00 0 0.00 0.03 0.04 0.02 0.03 131.58 134.26

201 124.80 15 5.0 155 0.59 0.91 5.8 0.132 4.6 5.7 26.1 0.50 0.18 30 0.18 0.48 0.63 0.31 1.23 126.03 129.22 202 126.20 15 4.6 41 0.50 0.20 5.7 0.126 0.2 2.4 0.6 0.09 0.03 80 0.06 0.22 0.28 0.14 0.35 126.55 130.16 203 126.70 15 0.2 58 0.00 0.00 2.4 0.023 -- -- -- -- 0.00 0 0.00 0.02 0.03 0.01 0.02 126.72 130.30

181 157.39 15 0.7 44 0.01 0.00 3.0 0.036 0.5 2.8 1.3 0.12 0.04 20 0.03 0.11 0.14 0.07 0.08 157.47 160.50 182 157.80 15 0.5 78 0.01 0.00 2.8 0.030 0.5 2.8 1.3 0.12 0.04 60 0.07 0.14 0.18 0.09 0.10 157.90 165.00 183 158.50 15 0.5 38 0.01 0.00 2.8 0.031 0.5 2.7 1.2 0.11 0.04 60 0.06 0.13 0.17 0.09 0.09 158.59 165.00 184 158.90 15 0.5 29 0.01 0.00 2.7 0.028 -- -- -- -- 0.00 0 0.00 0.03 0.04 0.02 0.02 158.92 163.50

191 161.71 12 2.3 81 0.41 0.33 3.8 0.056 1.3 3.6 4.7 0.21 0.07 90 0.14 0.27 0.35 0.18 0.51 162.22 164.18 192 162.25 12 1.3 22 0.13 0.03 3.6 0.051 -- -- -- -- 0.00 0 0.00 0.05 0.07 0.03 0.06 162.31 164.18

HYDRAULIC GRADE LINE COMPUTATIONS

JUNCTION LOSS

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

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

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

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

STORM COMPUTATIONS

CU265

Structure Number

Tailwater Condition

Outlet Pipe Diameter, Do (in)

Discharge, Q10

(cfs) Velocity, V10

(fps) Min. Apron

Length, La (ft)1 Median Stone, d50 (in)1 Material Depth (ft)

O1 MIN 30 22.31 6.56 10.00 6.00 RIPRAP 2.50

O30 MIN 15 6.26 6.12 10.00 6.00 RIPRAP 2.50

O40 MIN 15 3.13 4.71 10.00 6.00 RIPRAP 2.50

O50 MIN 15 4.43 4.69 10.00 6.00 RIPRAP 2.50

O60 MIN 15 1.76 3.77 10.00 6.00 RIPRAP 2.50

O70 MIN 15 2.60 5.85 10.00 6.00 RIPRAP 2.50

O80 MIN 15 1.76 6.06 10.00 6.00 RIPRAP 2.50

O90 MIN 18 11.61 8.37 10.00 6.00 RIPRAP 2.50

O110 MIN 15 1.83 3.52 10.00 6.00 RIPRAP 2.50

O120 MIN 15 2.60 6.82 10.00 6.00 RIPRAP 2.50

O130 MIN 15 1.07 4.57 10.00 6.00 RIPRAP 2.50

O140 MIN 18 6.88 5.16 10.00 6.00 RIPRAP 2.50

Outlet Protection Design Calculations

Location Description AREA (Ac.) C Factor Qdesign (cfs) Slope (%) Roughness "n"

Bottom Width (ft)

Side Slope, Z

Flow Depth, Y

(ft)

Top Width (ft)

Flow Area (sf)

Hydraulic Radius, R

(ft)

Velocity (ft/sec)

Allowable Velocity (ft/sec)

MAINTENANCE ROAD CROSS SECTION AA 0.48 0.33 1.21 6.25% 0.030 2.00 4:1 0.15 3.22 0.40 0.12 3.04 4.00

MAINTENANCE ROAD CROSS SECTION BB 0.69 0.32 1.68 6.25% 0.030 2.00 4:1 0.18 3.46 0.50 0.14 3.37 4.00

USS CONSTITUTION AVENUE CROSS SECTION CC 0.17 0.41 0.53 6.67% 0.030 2.00 4:1 0.09 2.75 0.22 0.08 2.38 4.00

USS CONSTITUTION AVENUE CROSS SECTION DD 0.17 0.41 0.53 6.67% 0.030 2.00 4:1 0.09 2.75 0.22 0.08 2.38 4.00

USS CONSTITUTION AVENUE CROSS SECTION EE 0.21 0.36 0.58 2.30% 0.030 2.00 4:1 0.13 3.07 0.34 0.11 1.72 4.00

USS CONSTITUTION AVENUE CROSS SECTION FF 0.36 0.35 0.96 3.06% 0.030 2.00 4:1 0.16 3.31 0.43 0.13 2.22 4.00

STORM DRAINAGE SWALE COMPUTATIONS

STR. ID NORTHING EASTING

2 2704531.69 907361.99 3 2704524.11 907335.85 4 2704539.63 907307.31 5 2704496.66 907283.70 6 2704479.17 907272.28 7 2704452.97 907252.80 8 2704397.30 907199.37 9 2704380.73 907213.84 10 2704306.89 907278.30 11 2704282.78 907299.37 12 2704548.88 907335.36 13 2704556.02 907314.55 14 2704578.19 907323.20 15 2704708.95 907349.40 16 2704708.84 907371.40 17 2704479.54 907352.59 18 2704461.57 907366.15 19 2704443.17 907367.91 20 2704462.41 907333.71 21 2704572.08 907344.60 22 2704536.48 907229.14 23 2704602.21 907116.30 31 2705517.97 907414.18 32 2705521.11 907392.41 33 2705401.17 907337.61 34 2705334.47 907240.52 35 2705235.49 907046.71 36 2705214.90 907055.69 37 2705314.06 907248.76 41 2704902.24 907337.44 42 2704893.86 907317.09 43 2705059.89 907212.51 44 2705072.70 907230.39 51 2704283.05 907030.78 52 2704304.28 907025.04 61 2704338.62 906663.60 62 2704358.07 906673.89 71 2704596.98 906486.68 72 2704598.40 906508.64 81 2704974.80 906836.96 82 2704990.41 906821.45 91 2707242.67 908353.62 92 2707303.67 908394.27 93 2707303.86 908438.02 94 2707254.54 908556.51 95 2707314.93 908324.25

111 2706161.37 905711.48 112 2706179.64 905699.21 121 2705960.59 905550.65 122 2705952.03 905570.91 131 2705807.59 905166.61 132 2705789.31 905154.38 141 2706055.24 904792.75 142 2706067.93 904789.14 143 2706093.37 904772.62 144 2706199.00 904741.31 145 2706197.16 904719.38 146 2706063.30 904808.10 147 2706084.55 904813.71 151 2707297.65 906833.90 161 2707739.30 906678.62 170 2707208.84 906484.32 171 2707232.55 906495.25 181 2707404.02 907179.56 182 2707333.76 907146.49 183 2707303.12 907168.89 184 2707306.19 907197.47 191 2706780.01 904628.25 192 2706769.77 904608.77 201 2706280.01 905844.00 202 2706239.65 905847.86 203 2706222.50 905792.55

CO1 2704552.79 907282.95

CO2 2704549.09 907246.62

CO3 2704574.26 907203.41

CO4 2704612.01 907138.62

CO5 2704649.76 907073.80

CO6 2704502.48 907248.40

CO7 2704540.23 907183.59

CO8 2704577.98 907118.79

CO9 2704615.72 907053.97

CO10 2704384.22 907107.76

CO11 2704421.97 907042.95

CO12 2704459.72 906978.15

O1 2704517.46 907535.52 O30 2705500.83 907434.90 O40 2704994.93 907332.93 O50 2704253.22 907043.26 O60 2704301.13 906591.71 O70 2704580.05 906459.10 O80 2704917.29 906879.82 O90 2707182.73 908377.98

O100 2707694.51 906670.51 O110 2706074.59 905736.24 O120 2705967.24 905491.72 O130 2705820.24 905255.28 O140 2705998.37 904807.72

STORM STRUCTURE SCHEDULE

CRYPT/MONUMENT LAYOUT GENERAL NOTE:

LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA PROVIDED FOR

THE GRAVESITE MONUMENTS. REFER TO PLAN VIEW BELOW FOR ADDITIONAL CRYPT LAYOUT

INFORMATION. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE

PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL

HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS; ANY DEVIATIONS

(FROM THE PLANS) MUST BE RECORDED ON THE AS-BUILT DRAWINGS; PROVIDE SURVEY

CERTIFICATION OF CRYPT PLACEMENT (SEE SPECS.) PRIOR TO BACKFILL BEING PLACED BETWEEN

CRYPTS.

CONTRACTOR TO PROVIDE THE VA STANDARD

LIFTING DEVICE FOR CRYPT LID REMOVAL TO

THE VA, FURTHERMORE, CONTRACTOR SHALL

ONLY USE THIS DEVICE FOR REMOVING LIDS

DURING CONSTRUCTION.

IRRIGATION AISLE (3'-0"

WIDTH): BACKFILL WITH

COMPACTED APPROVED

GENERAL FILL

GRIDLINES, TYP. (3'-0" X 8'-0"

BURIAL PLOT AREA TYP.)

GRAVESITE GRID MONUMENT;

REFER TO GRAVESITE

LAYOUT PLANS FOR

LOCATIONAL DATA

PLAN VIEW

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS AS WELL AS

THE INSIDE CRYPT WALL (BOTH AT THE HEADSTONE END);

CONTRACTOR SHALL PAINT BOTH SETS OF THE NUMBERS ON

THE CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE

RE/COR; NUMBERS MUST BE STENCILED (SEE SPECS)

CRYPT CENTERED (IN BOTH DIRECTIONS)

BETWEEN GRIDLINES, TYP.

(MEASURED AT TOP OF CRYPT);

MAX DEVIATION OF 1/4" TYP.

EQ.EQ.

EQ

EQ

PERIMETER CRYPT, TYP. SEE SPEC; PERIMETER CRYPTS

ARE THOSE THAT SEPARATE ALONG THEIR LONG SIDE BY

MORE THAN THREE INCHES FROM EACH OTHER OR ARE ON

THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS.

PERIMETER CRYPTS ARE WIDER THAN PLOT WIDTH. BUMP

OUT EXTENDS OUTSIDE PLOT LINE AS SHOWN IN END

VIEW, DETAIL

NO VEHICLE OR EQUIPMENT THAT

CREATES A LOAD CONDITION

HIGHER THAN THAT OF A SINGLE

AXLE LOAD OF GREATER THAN 12,000

LBS. SHALL BE ALLOWED ON CRYPTS

(SEE SPECS)

FR

O

N T

SI

D

E O

F

BU

R

IA

L

SE

C

TI

O N

INTERIOR CRYPT,

TYP.

7'-6" NOMINAL

7'-2" MIN.

5' -0

4" Ø TAPERED

WEEP HOLES,

TYP. MIN. 2

PER CRYPT;

SHOW ON

SHOP DWGS.

LIFTING LUG,

TYP.

2" MIN. 2" MIN.

2" MIN.

CHAMFER

(SEE SPECS)

34" NOMINAL

2'-6" MIN.

5' -0

SHELF EDGE

SHELF EDGE

LIFTING

LUG, TYP.

4" Ø WEEP HOLE, (MIN.

2 PER CRYPT TOTAL)

TYP.; SHOW ON SHOP

DWGS.

3/4" MIN. HT. CASKET

RISERS, TYP. (4 PER

CRYPT TOTAL OR 2 BARS);

SEE SPEC. FOR LOCATION

3/4" MIN. HT.

CASKET

RISERS, TYP.

(4 PER CRYPT

TOTAL OR 2

BARS); SEE

SPEC. FOR

LOCATION

A'

A

SIDE ELEVATION SECTION A-A'

NOTE:

SIDE STIFFENING

RIBS NOT SHOWN

(REQUIRED FOR

PERIMETER

CRYPTS); SEE

SPECIFICATIONS

25" MIN. CLEAR HT.

FROM LOWEST PART

OF SHELF TO TOP

OF CASKET RISERS

25" MIN. CLEAR HT.

FROM HIGHEST PART

OF SHELF TO

UNDERSIDE OF LID

SEE SPECS. FOR SHELF

REQUIREMENTS

COMPACTED APPROVED GENERAL FILL

(CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

PRE-CAST CONC. LAWN CRYPT

STIFFENING RIBS AS REQUIRED

FOR PERIMETER CRYPTS

COMPACTED APPROVED

DRAINAGE STONE

APPROVED GEOTEXTILE FILTER FABRIC

PERIMETER PIPE (HOLES DOWN)

SURROUNDED BY DRAINAGE STONE &

FILTER FABRIC; PIPE SIZE & SPACING AS

SHOWN ON DRAINAGE PLANS

9" M

IN

4" PVC RISER, 45°

ELBOWS, & FLUSH

MOUNTED

CLEANOUT PLUG

COMPACTED

APPROVED

GENERAL FILL

45° SWEEP

ELBOWS (2)

COMPACTED APPROVED

DRAINAGE STONE

PERIMETER UNDERDRAIN,

TYP.

CAST IRON CLEANOUT FRAME & COVER WITH

RECESSED CLEANOUT; PROVIDE ACCURATE

SWING TIE AS BUILT LOCATION

COMPACTED APPROVED

GENERAL FILL (CONTRACTOR

TO ASSUME THIS MATERIAL

WILL BE IMPORTED)

PRE-CAST CONC.

LAWN CRYPT

AS

R

EQ

U

IR

ED

PITCH

6" DEPTH APPROVED TOPSOIL

1' M

IN

1' M

IN

NOTE:

CONTRACTOR TO

COORDINATE CLEANOUT

LOCATION W/GRADING

AND STORMWATER AND

DRAINAGE PLANSNOTE:

CONTRACTOR TO

COORDINATE CLEANOUT

LOCATION W/GRADING AND

STORMWATER AND DRAINAGE

PLANS

4" SAND DEPTH

CAST IRON CLEANOUT FRAME & COVER, FLUSH

WITH FINISHED GRADE

RECESSED 4" PVC CLEANOUT WITH PLUG

SAND CUSHION

6" PVC ENCASEMENT PIPE

CAST IN PLACE CONCRETE COLLAR

4" PVC RISER

4" M

IN

3" M

AX

1" M

AX

1'

6" DEPTH APPROVED

TOPSOIL

1'MIN.

6"

MIN.

EQ. EQ.

2"Ø MIN.

1" M

IN

PRE-PLACED CRYPT

CONC. LID

DB-52 MB DOGBONE 1-1.3T

H.D.G. ANCHOR HEAD

MARK 1.3S

LIFTING LUG DETAIL

FILL BOWL W/ 3/8" STONES

USED IN SMALL GAP

BETWEEN CRYPTS

FINISHED GRADE SLOPE

(SEE GRADING PLAN) G

R

AV

ES

IT

E G

R

ID

LI

N

E (A

S

SH

O W

N O

N

PL

AN

S)

SLOPE TO MATCH FINISHED

GRADE SLOPE

REFER TO SPECIFICATIONS

REGARDING ALLOWABLE

TOLERANCES DURING

CRYPT PLACEMENT

CRYPT SHALL BE CENTERED

(IN BOTH DIRECTIONS)

BETWEEN GRIDLINES

(MEASURED AT TOP OF

CRYPT)

AREA BETWEEN HEAD & FOOT OF

CRYPTS SHALL BE FILLED AND

COMPACTED W/APPROVED 3/8"

STONE (3/8" MAX. WITH 0%

PASSING #10); PROVIDE

SUBMITTAL FOR APPROVAL (NO

SAND ALLOWED)

SIDE VIEW

COMPACTED, APPROVED

GENERAL FILL, (SEE SPEC.;

CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

6" DEPTH APPROVED TOPSOIL

PRE-CAST CONC. LAWN CRYPT;

OUTSIDE NOMINAL DIMENSIONS:

7'-6"L X 2'-10"

COMPACTED SUBGRADE

FILTER FABRIC BETWEEN

SUBGRADE AND DRAINAGE

STONE, (SEE SPEC.)

5'

EQ.

7' -0

"M

IN

.T O

7' -6

"M

AX

M

IN

.1

'-8

M

AX

.1 '-1

0" 6"

DRAINAGE & LEVELING

AGGREGATE (SEE

SPECS)

NOTE:

CONTRACTOR TO

COORDINATE CLEANOUT

LOCATION W/ GRADING

AND STORMWATER AND

DRAINAGE PLANS

EQ.

8'-0" O.C. (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT FRONT SIDE OF

BURIAL SECTION

MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS

CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND

METHODS (AS APPROVED BY THE RE/COR) TO VERIFY DEPTH

OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL

BE REMEDIED (TO THE SATISFACTION OF THE RE/COR)

PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

4" SAND DEPTH

CORRUGATED HDPE PERFORATED PIPE

(HOLES DOWN) SURROUNDED BY DRAINAGE

STONE & FILTER FABRIC; PIPE SIZE &

SPACING AS INDICATED ON DRAINAGE PLANS

GRAVESITE GRID

MONUMENT

NEW IRRIGATION LINE

12" MIN. BELOW TOP

OF CRYPT LID

2" MIN. FROM CRYPT

& 1" MIN. FROM

GRID MONUMENT

IRRIGATION AISLE:

BACKFILL WITH

COMPACTED

APPROVED GENERAL

FILL

PERIMETER CRYPT W/

BUMPOUT

3'

G R

AV

ES

IT

E

G R

ID

LI

N E, TY

P.

END VIEW

3' (TYP.

GRAVE/PLOT)

MEASURED

HORIZONTALLY

AT TOP OF

CRYPT 6" DEPTH APPROVED TOPSOIL

COMPACTED APPROVED GENERAL FILL

(CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

ALL TOP EDGES OF CRYPT LIDS TO BE

CHAMFERED OR FILLETED, NO 90°

ANGLE EDGES; MANUFACTURER TO

SHOW IN SHOP DRAWINGS (SEE

SPECS)

LID LIFTING LUG IN RECESS

W/CAP; SEE DETAIL BELOW

PRE-CAST CONC. LAWN CRYPT;

OUTSIDE NOMINAL DIMENSIONS:

7'-6"L X 2'-10"

FILTER FABRIC UNDER CRYPTS,

SEE SPECS. (TYP. BENEATH

DRAINAGE STONE)

AREA BETWEEN CRYPTS SHALL BE

FILLED AND COMPACTED

W/APPROVED 3/8" STONE (3/8" MAX.

WITH 0% PASSING #10, SEE SPECS);

PROVIDE SUBMITTAL FOR APPROVAL

(NO SAND ALLOWED)

DRAINAGE & LEVELING

AGGREGATE (SEE

SPECS)

3' -4

M

IN

.D

EP

TH

"M

IN

SA

N

D D

EP

TH

4" SAND DEPTH

PERIMETER CRYPT, TYP.

INTERIOR CRYPT, TYP.

3-1/2"Ø FORGED

ALUMINUM

DOMED-TOP

MONUMENT MARKER

FIELD INCISED HAIRS

ON CAP; CROSS-HAIRS

SHALL BE PARALLEL

AND PERPENDICULAR

TO THE GRAVESITE

GRIDLINES & PRECISE

TO ±0.005'

REQUIRED TEXT

ENGRAVED ON CAP, TYP.

CROSS HAIRS

MUST FALL

WITHIN 3/4" OF

THE CENTER OF

THE MARKER OR

THE ENTIRE

MONUMENT

MUST BE MOVED

PLAN

G R

A V

E

S

I T E G R I D MO N

U

M E

N T

Project…