899900

1 90

2 90 3 90

W

ISCONS IN AVENUE

900.75

900.87

ME 899.1±

ME 899.1±

ME 898.6±

ME 898.7±

899.17

899.21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ gr ad -1

.dw g ed it:b br aa ten s av ed

:2/ 2/2

6 2

:28 P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

GRADING & DRAINAGE PLAN - ENTRY WALL

CG101

N 0 20' 40'

WEST 3RD STREET

EXISTING PERIMETER

ORNAMENTAL FENCE

TO REMAIN (TYP.)

MAIN ENTRANCE

WALL (TYP.)

MCMAHON AVENUE

EXISTING UTILITY POLE

SLOPE 2.0% MINIMUM AWAY FROM WALL

EXISTING PERIMETER

ORNAMENTAL FENCE

TO REMAIN (TYP.)

EXISTING

SECTION 20

EXISTING

SECTION 25

EXISTING

SECTION E

PERIMETER

ORNAMENTAL FENCE

(SEE SHEET CS101)

ORNAMENTAL

DOUBLE

SWING GATE

SCALE:1

GRADING PLAN - MAIN ENTRY SIGN WALL

1"=20'

INLET PROTECTION AT

CATCH BASIN INLET (TYP.)

KEY NOTES

PEDESTRIAN SWING

GATE

BJNLRK

TREE PROTECTION

(TYP.)

2.0

2.0%

MAIN ENTRANCE

WALL (TYP.)

LEGEND

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

ROCK SOCK

NEW CONCRETE C&G

SILT FENCE SEE DETAIL 1/CS504

INLET SEDIMENT PROTECTION SEE

DETAIL 2/CS504

TREE PROTECTION

ROCK CONSTRUCTION ENTRANCE

SEE DETAIL 3/CS504

LOW POINT

HIGH POINT

MATCH EXISTING

RIM ELEVATION

FINISHED GRADE

LP 900.1

HP 900.1

ME 900.1

RIM 900.1

900.1

CO

CO CO

CO

CO

CO CO CO

CO CO

CO CO

CO

CO CO

CO

CO

CO

CO

COCO

CO CO

CO

CO

924.46 924.01

924.04 923.19

923.21

924.10

923.95 923.70

923.45

923.24

923.04

922.85

922.59

922.72922.98

923.16 923.36923.57923.80

923.97924.20

924.16

924.29

924.05 923.79

923.89 923.65

923.54

923.33

923.44 923.24

923.13

922.96

923.07 922.82

922.70

924.06

924.10

924.26 924.33

923.69

923.46 923.34

923.12

922.38

922.41

922.60

923.97 923.02

923.38

923.29

923.85

924.85

926.13

921.00

919.95

926.25

923.67 923.62

924.05

924.05

924.03

923.88 923.48 923.08

922.88 922.03

922.06

923.43

922.22

922.30

919.83

926.97

923.35

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ gr ad -1

.dw g ed it:b br aa ten s av ed

:2/ 2/2

6 2

:28 P

M

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

GRADING & DRAINAGE PLAN -

COLUMBARIUM

CG102

N 0 10' 20'

WEST 3RD STREET

EXISTING

SECTION 1

MCMAHON AVENUE

EXISTING

COLUMBARIUM B

SILT FENCE (TYP.)

SCALE:1

GRADING PLAN - COLUMBARIUM

1"=10' 0.

6%

0.

5%

0.

3%

1.6%

ME 927.4±

925.70 EX. 4.69%

924.53

923.64

922.90

2.0%

4.69%

3.98%

921.72

920.70

2.0% 919.51

1.3% 1.2%

1.3%

923.93

923.76

923.72 922.94

923.09

922.78

2.0%

1.9%

921.68

4.31%

2.0%

923.67 4.3%

2.0%

4.6%

4.8% 7.5%

921.84

921.84

920.65

920.82

920.82

5.4%

2.0%

7.0%

919.71 3.79%

919.60

919.63

1.5%

2.0%

5.8%

2.0%

5.8%

EX. 3.60%

8.7

1.7%

1.4%

1.7%

0.

5%

0.

4%

0.

3%

0.

3%

0.

3%

0.

4%

1.5%

1.6%

925.79 925.35

2.0%

925.82

925.82

924.65

924.65

(3) 7" STAIRS UP

TO COLUMBARIUM

(2) 7" STAIRS DOWN

TO COLUMBARIUM

INLET PROTECTION

AT CATCH BASIN

OPENING (TYP.)

TRUNCATED RAISED DOMES

(SEE DETAIL 11/CS504)

EXISTING LANDSCAPE

EDGE, PROTECT DURING

CONSTRUCTION ROCK SOCK

LEGEND

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

ROCK SOCK

NEW CONCRETE C&G

SILT FENCE SEE DETAIL 1/CS504

INLET SEDIMENT PROTECTION SEE

DETAIL 2/CS504

TREE PROTECTION

ROCK CONSTRUCTION ENTRANCE

SEE DETAIL 3/CS504

LIGHT DUTY CONCRETE PAVEMENT

HEAVY DUTY CONCRETE

SIDEWALK

LOW POINT

HIGH POINT

MATCH EXISTING

RIM ELEVATION

FINISHED GRADE

BJNLRK

4.5

920.55

925.69

HEAVY DUTY

CONCRETE SIDEWALK

(SEE DETAIL 9/CS504)

LIGHT DUTY

CONCRETE PAVEMENT

(SEE DETAIL 5/CS504)

0.3

920.45

0.5

FLUSH CURB

SEE DETAIL 6/CS504

923.60

922.72

BITUMINOUS PAVEMENT

(SEE DETAIL 4/CS504)

ROCK CONSTRUCTION

ENTRANCE

EX. SIGNAGE TO REMAIN

3.1%

ME 917.3±

LP 900.1

HP 900.1

ME 900.1

RIM 900.1

949950

948.05

948.64

949.39

947.19

947.11 947.83

948.03 948.26

ME 946.2±

ME 949.5±

984.61948.50

949.50

948.56948.65 947.83

948.38

1.9%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ gr ad -1

.dw g ed it:b br aa ten s av ed

:2/ 2/2

6 2

:28 P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

GRADING & DRAINAGE PLAN -

MEMORIAL WALL

CG103

N 0 10' 20'

2.00%

EXISTING

COLUMBARIUM A

WEST 3RD STREET

MCMAHON AVENUE

EXISTING

SECTION 11

EXISTING

SECTION 4

3.6%

SILT FENCE

(TYP.)

SCALE:1

GRADING PLAN - MEMORIAL WALL

1"=10'

BIOROLL

PROTECT EXISTING

LANDSCAPE

SILT FENCE (TYP.)

BJNLRK

TRUNCATED RAISED DOMES

(SEE DETAIL 11/CS504)

HEAVY DUTY

CONCRETE SIDEWALK

(SEE DETAIL 9/CS504)

LIGHT DUTY

CONCRETE PAVEMENT

(SEE DETAIL 5/CS504)

ASPHALT PAVEMENT

(SEE DETAIL 4/CS504)

LEGEND

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

ROCK SOCK

NEW CONCRETE C&G

SILT FENCE SEE DETAIL 1/CS504

INLET SEDIMENT PROTECTION SEE

DETAIL 2/CS504

TREE PROTECTION

ROCK CONSTRUCTION ENTRANCE

SEE DETAIL 3/CS504

LIGHT DUTY CONCRETE PAVEMENT

HEAVY DUTY CONCRETE

SIDEWALK

LOW POINT

HIGH POINT

MATCH EXISTING

RIM ELEVATION

FINISHED GRADE

LP 900.1

HP 900.1

ME 900.1

RIM 900.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ gr ad -2

.dw g ed it:s lar so n sa ve d:2

/2/

2:

P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

N 0 10' 20'

GRADING & DRAINAGE PLAN - TRAD

SECTION 33A

CG104

TRAD

SECTION 33A

OHIO

AVENUE

MICHIGAN AVENUE

2.23%

2.23%

SILT FENCE (TYP.)

EXISTING

LANDSCAPING

SCALE:1

GRADING PLAN - SECTION 33A

1"=10'

88BJNLRK

EX. GRAVEL DRIVE

LEGEND

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

ROCK SOCK

NEW CONCRETE C&G

SILT FENCE SEE DETAIL 1/CS504

INLET SEDIMENT PROTECTION SEE

DETAIL 2/CS504

TREE PROTECTION

ROCK CONSTRUCTION ENTRANCE

SEE DETAIL 3/CS504

LIGHT DUTY CONCRETE PAVEMENT

HEAVY DUTY CONCRETE

SIDEWALK

LOW POINT

HIGH POINT

MATCH EXISTING

RIM ELEVATION

FINISHED GRADE

LP 900.1

HP 900.1

ME 900.1

RIM 900.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ gr ad -2

.dw g ed it:s lar so n sa ve d:2

/2/

2:

P

M

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

N 0 20' 40'

GRADING & DRAINAGE PLAN - IGC SECTION

CG105

IGC

SECTION 45

PE

N

N

SY

LV

AN

IA

A

VE

N

U

EOHIO

AVENUE

EXISTING

SECTION 46

EXISTING

SECTION 31

EXISTING

SECTION 32

EXISTING

SECTION 30

5.00%

5.00% 5.00%

2.87%

3.58%

SILT FENCE (TYP.)

2.3%

933.90

921.60

ROCK CONSTRUCTION

ENTRANCE

SCALE:1

GRADING PLAN - SECTION 45

1"=20'

925.59

926.70

932.18

BJNLRK

TREE PROTECTION

(TYP.)

LEGEND

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

ROCK SOCK

NEW CONCRETE C&G

SILT FENCE SEE DETAIL 1/CS504

INLET SEDIMENT PROTECTION SEE

DETAIL 2/CS504

TREE PROTECTION

ROCK CONSTRUCTION ENTRANCE

SEE DETAIL 3/CS504

LIGHT DUTY CONCRETE PAVEMENT

HEAVY DUTY CONCRETE

SIDEWALK

LOW POINT

HIGH POINT

MATCH EXISTING

RIM ELEVATION

FINISHED GRADE

LP 900.1

HP 900.1

ME 900.1

RIM 900.1

904905906907908909910

911912

913914

3.0%

902903904905906

910911912913914915916917918919

913913

915915

917917

ME 901.49

ME 902.01

907.89

909.81 903.05

901.12

RIM 900.40

919.69

918.07

917.30

914.60

915.21

917.95

RIM 899.62

RIM 899.62

2.8%

COCO

CO

C O

CO

CO

CO

C O

CO

CO

CO

C O

CO

CO

CO

CO

CO

CO

CO

CO

C

O CO

CO

4:

4:1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ gr ad -2

.dw g ed it:s lar so n sa ve d:2

/2/

2:

P

M

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

N 0 20' 40'

N

EW

M

EX

IC

O

P

LA

C E

PPC

SECTION 48

PPC

SECTION 52

EXISTING

SECTION 41

EXISTING

SECTION 42

EXISTING

SECTION 40

EXISTING

SECTION 28

PE

N

N

SY

LV

AN

IA

A

VE

N

U E

GRADING & DRAINAGE PLAN - PPC

SECTIONS 48 & 52

CG106

3.0%

BEGIN NEW

ROADWAY

CONSTRUCTION

STORM SEWER -

SEE SHEET CU108

SILT FENCE (TYP.)

ROCK CONSTRUCTION

ENTRANCE

ORNAMENTAL PERIMETER

FENCE (TYP.)

3.0%

2.0%

NEW MEXICO

PLACE

SCALE:1

GRADING PLAN - SECTIONS 48 & 52

1"=20'

W

ISCONSIN AVENUE

SO

U

TH

G

ET

TY

SB

U

R G

A

VE

N U

E

EXISTING GRAVEL

ROAD

BJNLRK

2.0%

2.0%

MATCHLINE: SEE SHEET CG107

0.7%

1.72%

1.

1.

DRAIN TILE - SEE

SHEET CU115

LEGEND

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

ROCK SOCK

NEW CONCRETE C&G

SILT FENCE SEE DETAIL 1/CS504

INLET SEDIMENT PROTECTION SEE

DETAIL 2/CS504

TREE PROTECTION

ROCK CONSTRUCTION ENTRANCE

SEE DETAIL 3/CS504

LIGHT DUTY CONCRETE PAVEMENT

HEAVY DUTY CONCRETE

SIDEWALK

LOW POINT

HIGH POINT

MATCH EXISTING

RIM ELEVATION

FINISHED GRADE

LP 900.1

HP 900.1

ME 900.1

RIM 900.1

3.0% 3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

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Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

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611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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Approved:

VA FORM 08 - 6231

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A

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

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Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

N 0 20' 40'

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EXISTING MAJOR CONTOUR

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EXISTING SPOT ELEVATION

DRAINAGE ARROW

ROCK SOCK

NEW CONCRETE C&G

SILT FENCE SEE DETAIL 1/CS504

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TREE PROTECTION

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LIGHT DUTY CONCRETE PAVEMENT

HEAVY DUTY CONCRETE

SIDEWALK

LOW POINT

HIGH POINT

MATCH EXISTING

RIM ELEVATION

FINISHED GRADE

LP 900.1

HP 900.1

ME 900.1

RIM 900.1

DAYTON NC - GRAVESITE EXPANSION

DAYTON NATIONAL CEMETERY IS LOCATED IN THE CITY OF DAYTON IN MONTGOMERY COUNTY

BOUNDED ON THE NORTH BY W THIRD ST. AND ON THE SOUTH BY MICHIGAN AVE, EXTENDING FROM

LISCUM DR TO S GETTYSBURG AVE. THE SITES ENCOMPASSES A COMBINED 11.56 ACRES.

THE PLANNED SCOPE OF THE PROJECT INCLUDES:

· THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS GRADING

OF THE SITE FOR THE CONSTRUCTION OF COLUMBARIA, MEMORIAL WALL, PPC SECTIONS, IGC

SECTIONS, TRADITIONAL SECTIONS, AND ROADS.

· GRADING AS REQUIRED FOR THE INSTALLATION OF THE SECTIONS STRUCTURES, AND ROADS.

· INSTALLATION OF STORM SEWER, IRRIGATION, AND SANITARY SEWER.

· PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKS

THROUGHOUT THE SITE.

RECEIVING WATERS

WITHIN A 1 MILE RADIUS OF THE PROJECT SITE, MULTIPLE UNNAMED WATER BODIES SOUTH OF THE SITE ARE PRESENT. HOWEVER, RUNOFF FROM THE PROJECT AREA WILL BE PRIMARILY BE CAPTURED

BY STORM SEWER UTILITIES.

SOIL TYPES

GEOTECHNICAL REPORTS BY TERRACON DATED 11/5/2020 AND 12/20/2024 ARE TO BE KEPT ON SITE AS PART OF THE SWPPP AND TO BE MADE AVAILABLE UPON REQUEST. SEE SHEETS B-101, B-102, B-103, AND B-104 FOR BORING INFORMATION.

PRIOR LAND USE

DEVELOPMENT AREA WAS PRIMARILY USED AS GREEN SPACE FOR DAYTON NATIONAL CEMETERY.

PROJECT PERSONNEL AND TRAINING

THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OF CONSTRUCTION

SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.

PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST

MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT

ENGINEER / SWPPP DESIGNER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE

INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT

CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION

(NOT) HAS BEEN FILED WITH THE OHIO EPA. PROVIDE PROOF OF CERTIFICATION AT THE

RECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF

CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.

PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT

INSTALLS EROSION/SEDIMENT CONTROL PRODUCTS INCLUDING SODDING, SILT FENCE, ROLLED

EROSION CONTROL PRODUCTS, AND DITCH CHECKS. PROVIDE PROOF OF CERTIFICATION AT THE

RECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF

CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.

CHAIN OF RESPONSIBILITY

THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO

COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED. THE CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL

STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED.

PROJECT CONTACTS

THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION,

INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS

BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN

FILED.

*CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES 5/31/28

SITE INSPECTION AND MAINTENANCE

CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE

PERSON RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.

ONLY QUALIFIED INSPECTION PERSONNEL SHALL PERFORM INSPECTIONS.

INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES WITHIN

A 24 HOUR TIME FRAME. INSPECTION FREQUENCY MAY BE REDUCED TO MONTHLY FOR DORMANT

SITES IF THE ENTIRE SITE IS TEMPORARILY STABILIZED OR RUNOFF IS UNLIKELY DUE TO WEATHER CONDITIONS FOR EXTENDED PERIODS OF TIME. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE N.O.T. HAS BEEN SUBMITTED. INSPECT SURFACE WATER

INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT

CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES.

INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT ACCUMULATION.

RECORD AND SIGN ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS.

SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER.

INSPECTION RECORDS SHALL BE KEPT FOR 3 YEARS AFTER TERMINATION OF CONSTRUCTION

ACTIVITIES.

FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITE INSPECTIONS AT

A MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS).

INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:

A. DATE AND TIME OF INSPECTIONS

B. NAMES & QUALIFICATIONS OF PERSONS CONDUCTING INSPECTIONS

C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS

D. CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING

MAINTENANCE ACTIVITIES

E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS

F. DOCUMENTS AND CHANGES MADE TO THE SWPPP

REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY IN THE TIME PROVIDED BELOW:

A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES

NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS

BY

B. THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.

C. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR

SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETE REPAIRS BY

THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVER.

D. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE

THE SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS

OF DISCOVERY.

E. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING DRAINAGE

WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED ANY AREAS THAT ARE

DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL AND STABILIZATION

MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE

MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS.

F. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24

HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE

OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING

G. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL

STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.

SPECIAL SITE NOTES

IF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER QUALITY

MODELING DATA IS AVAILABLE UPON REQUEST.

THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON

REQUEST AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:

· SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS

· IMPLEMENT THE SWPPP.

· OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE

SWPPP.

· IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.

· CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN LOGS AS

PERMIT REQUIRES.

· IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD THEM.

· IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.

· ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.

· FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.

AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR

ASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.

PERMITS

THE FOLLOWING PERMITS APPLY TO THIS PROJECT:

LOCATION OF SWPPP REQUIREMENTS

THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES

WITHIN THE PLAN SET.

STABILIZATION TIME FRAMES

ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE BELOW. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES AND

TEMPORARY SEDIMENTATION BASINS IF APPLICABLE.

1. INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR

PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE

TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE

THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT

SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE NOT

APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION REQUIREMENT.

2. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE

STABILIZATION METHODS IN THESE AREAS.

3. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING

PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES IN

THE NPDES PERMIT.

4. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS.

USE RAPID STABILIZATION METHODS APPROVED BY THE ENGINEER.

5. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE

ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.

6. FOR DISTURBED AREAS WITHIN 50 FEET OF A STREAM REMAINING DORMANT FOR OVER 14 DAYS, APPLY TEMPORARY EROSION CONTROLS WITHIN 2 DAYS.

7. FOR DISTURBED AREAS OVER 50 FEET AWAY FROM A STREAM REMAINING DORMANT FOR OVER 14

DAYS, APPLY TEMPORARY EROSION CONTROLS WITHIN 7 DAYS.

GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY

1. CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THE SWPPP AND

ALL AMENDMENTS ON SITE AT ALL TIMES.

2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR

CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS

OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN

AREA", ANY WORK THAT WILL REQUIRE DEWATERING, AND AS REQUESTED BY THE ENGINEER.

SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW ALL MINIMUM OF 7

DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK

WILL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL

ACCEPTANCE HAS BEEN GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO

THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL.

3. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION

CONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT

PRACTICABLE.

4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.

5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE

DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM

THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON

THE PLANS.

6. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE.

PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP

CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.

7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE

VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.

8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO

MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. ALL

EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL

WORK AND/OR GROUND DISTURBING ACTIVITIES COMMENCE.

9. SEDIMENT CONTROL DEVICES TO BE IMPLEMENTED FOR ALL AREAS REMAINING DISTURBED FOR

OVER 14 DAYS.

10. SEDIMENT CONTROLS TO BE IMPLEMENTED PRIOR TO GRADING AND WITHIN 7 DAYS OF

GRUBBING.

11. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP

GRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES

BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE

SITE IS STABILIZED.

12. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET

FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE

WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.

13. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES.

14. FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY.

INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETER

CONTROL BMP ON LAND IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED.

15. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF

CONSTRUCTION.

16. SEDIMENT BARRIERS TO MEET MAXIMUM DRAINAGE LIMITS AS DESCRIBED IN THE OHIO

RAINWATER LAND DEVELOPMENT MANUAL.

17. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO

PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITS OF

SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF

TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE

TO PROPER CONSTRUCTION EXIT INSTALLATION AND MAINTENANCE. CONSTRUCTION EXITS ARE

INCIDENTAL.

18. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE

A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN

OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY

SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP

GRADIENT LAND DISTURBING ACTIVITY IS COMPLETED.

19. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.

20. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES.

POLLUTION PREVENTION

SEE SPECIFICATION SECTIONS:

01 57 19 - TEMPORARY ENVIRONMENTAL CONTROL

01 74 19 - CONSTRUCTION WASTE MANAGEMENT

RECORD RETENTION

THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT

ON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION

(NOT).

1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT.

2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION

3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEEN IMPLEMENTED

INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS

REGARDING PERPETUAL MAINTENANCE; AND

4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER

MANAGEMENT SYSTEMS.

SWPPP SCHEDULE OF INSTALLATION & MAINTENANCE

DESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS

NEW MEXICO AVENUME EXTENTION:

THERE WILL BE SIGNIFICANT CHANGE IN IMPERVIOUS SURFACES, HOWEVER STORMWATER WILL

CONTINUE TO BE TREATED BY THE EXISTING STORM SEWER IN THE SURROUNDING AREA.

COLUMBARIUM:

STORMWATER IN THIS AREA WILL BE ROUTED VIA DRAINTILE TO NEW STORM SEWER, WHICH WILL

THEN CONNECT TO EXISTING STORM SEWER IN THE SURROUNDING AREA.

ESTIMATED BMPS QUANTITIES

PROJECT

SITE

1-MILE

RADIUS

AROUND

PROJECT

CONTACT INFORMATION

ORGANIZATION CONTACT NAME PHONE

DAYTON NATIONAL CEMETERY DOUGLAS LEDBETTER 937-268-2221

ANDERSON ENGINEERING (SWPPP DESIGN) MATTIE MILLER* 763-412-4000

[CONTRACTOR] [CONTRACTOR NAME] [#]

ACREAGE SUMMARY

AREA ACRES

COMBINED PROJECT AREA 11.72

DISTURBED 11.72

IMP. PRE-CONSTRUCTION 0.20

IMP. POST-CONSTRUCTION 1.34

NEW IMP. 1.14

PERVIOUS AT COMPLETION 10.58

AGENCY TYPE OF PERMIT PERMIT # AND DATES

OHIO EPA NPDES CONSTRUCTION

PERMIT CONTRACTOR TO ACQUIRE

CITY OF DAYTON GRADING PERMIT CONTRACTOR TO ACQUIRE

CITY OF DAYTON CONSTRUCTION ACCESS

PERMIT CONTRACTOR TO ACQUIRE

AREA TIME FRAME NOTES

LAST 200 LINEAL FEET OF DRAINAGE

DITCH OR SWALE

WITHIN 24 HOURS OF CONNECTION TO

SURFACE WATER OR PROPERTY EDGE 1, 2, 3

REMAINING PORTIONS OF DRAINAGE

DITCH OR SWALE 7 DAYS 1, 3

PIPE AND CULVERT OUTLETS 24 HOURS

STOCKPILES 7 DAYS 1

ITEM INSTALLATION INSPECTION &

MAINTENANCE REMOVAL

SILT FENCE PRIOR TO COMMENCEMENT OF

EARTHWORK OPERATIONS.

INSPECT & MAINT. AFTER EACH

RUN-OFF EVENT. REMOVE

SEDIMENTS AS REQUIRED.

AFTER TRIBUTARY

DRAINAGE AREA IS

RESTORED.

ROCK CONST.

ENTRANCE

PRIOR TO COMMENCEMENT OF

EARTHWORK OPERATIONS.

INSPECT REGULARLY. MAINTAIN

AS NEEDED. PRIOR TO PAVING.

INLET PROTECTION

EXISTING INLETS SHOWN ON

PLANS AND UPON INLET

CONSTRUCTION.

WHEN 1/3 CAPACITY OF BMP IS

REACHED.

AFTER TRIBUTARY AREAS

ARE FULLY RESTORED.

SEED & MULCH AFTER GRADING IS

COMPLETED.

INSPECT & MAINTAIN AFTER

HEAVY RAINS. REPLACE

WASH-OUT AREAS

IMMEDIATELY.

NO REMOVAL NECESSARY.

BMP ORIGINAL ESTIMATE MODIFICATION DATE

ENERGY DISSIPATER

TEMP. DIVERSION DIKES

CHECK DAMS

TEMP SEEDING

PERMANENT SEEDING

PERMANENT SODDING 450,500 SF

MULCHES (SPECIFY TYPES)

CAT 3 EROSION CONTROL BLANKET

SOIL TACKIFIERS

SILT FENCING 6,900 LF

EROSION CONTROL MATS

STORM DRAIN INLET PROTECTION 44 EA

TEMPORARY OR PERMANENT SEDIMENTATION

BASINS

CONSTRUCTION ENTRANCE 3 EA

DEWATERING (TREATMENT LOCATION,

SCHEMATIC, & SAMPLING PLAN REQUIRED

CONCRETE TRUCK WASHOUT

STORM PONDS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ sw pp p.d wg e dit

:m mi lle r sa ve d:1

/30 /20

:33 A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

STORM WATER POLLUTION

PREVENTION PLAN

CG200

93104 of 160

CP1

CP3

CP2

CP4

DN

DN

CO

LO

RA

DO

A

VE

NEW MEXICO PL.

WEST 3RD STREET

OHIO

AVE.

PE

N

N

SY

LV

A

N

IA

A

VE

INDIANA AVE.

BROW

N A

VE.

MCMAHON AVE.

KA

NS

AS

A

VE

TEXAS AVE.

DAKOTA AVE.

TEXAS AVE.

MCMAHON AVE.

SO

U

TH

G

ET

TY

SB

U

R G

A

VE

WISCONSIN AVE.

M

CM

AHON AVE.

IN

D

IA

N

A A

VE

PENNSYLVANIA AVE.

MICHIGAN AVE. MICHIGAN AVE.

MICHIGAN AVE.

MICHIGANAVE.

C O

N N

EC

TI

C U

T A

VE

M A

IN

E

A

VE

W

IS

C O

N

SI

N A

VE

K

EN

ES

A

W A

VE

N

EW

M

EX

IC

O

P

LA

C E

NEW

MEX ICO PLACE

HA

WAII PL.

MONUMENT AVE.

WISCONSIN AVE.

LI

SC

U M

D R

IV

E

N

EW

M

EX

IC

O

P

LA

C E

WEST THIRD STREET

PPC

PPC

PPC

PPC

IGC

TRAD

33A

PPC

W. THIRD ST.

HA

W

AI

I P

L

OHIO AVE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ uti l_o ve ra ll.d wg e dit

:m mi lle r sa ve d:2

/2/

:01 A

M

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

UTILITY PLAN -

OVERALL

CU100

N 0 150' 300'

CU101

SEE

CU102

SEE

CU105

SEE

CU106

SEE

CU108

SEE

CU109

SEE

CU110

SEE

EXISTING

COL. A

EXISTING

COL. B

EXISTING

IRRIGATION

PUMPHOUSE

EXISTING

VA MEDICAL

CENTER

BUILDING &

PARKING LOT

EXISTING

VA MEDICAL

CENTER

FACILITY

EXISTING

VA MEDICAL

CENTER

FACILITY

SCALE:1

UTILITY PLAN - OVERALL

1"=150'

CEMETERY MAIN ENTRANCE

94SMLLRK

CU116

SEE

CU117

SEE

CU103

SEE

CU107

SEE

CU104

SEE

LEGEND

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING ELECTRIC

EXISTING COMMUNICATIONS

EXISTING OVERHEAD WIRE

NEW STORM SEWER

NEW DRAIN TILE

NEW STORM INLETS

NEW ELECTRIC

NEW WATERMAIN

NEW SANITARY

NEW SILT FENCE

TEMPORARY FENCE

UTILITY CROSSING

(SEE DETAIL CU112)

NEW CLEANOUT

(SEE DETAIL 7/SHEET CS505)

NEW GATE VALVE

DN

DN

CO

CO CO

CO

CO

CO CO CO

CO CO

CO CO

CO

CO CO

CO

CO

CO

CO

COCO

CO CO

CO

CO

CO-105A

RIM = 923.17

INV = 920.67

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ uti l_1 .dw g ed it:m mi lle r sa ve d:2 /2/

:28

A M

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

UTILITY PLAN -

COLUMBARIUM

CU101

N 0 10' 20'

WEST 3RD STREET

EXISTING

SECTION 1

MCMAHON AVENUE

EXISTING

COLUMBARIUM B

EX. STMH-126

RIM=917.44

INV N=916.09

INV E=914.79

INV NW=914.84

EX. CBMH-130

RIM=917.67

INV N=916.25

INV SE=916.16

EX. CB-129

RIM=927.40

INV W=925.97

INV S 925.95

EX. CBMH-128

RIM=927.45

INV N=926.00

INV S 925.87

EX. STMH-127

RIM=927.17

INV N=925.41

INV E=923.39

INV S=923.91

EXISTING 168 LF

12" RCP @ 6.13%

PROTECT IN PLACE

EX. 12" RCP

EX. 10" HDPE

EX. CBMH-124

INV NW=923.20

INV E=922.30

SCALE:1

UTILITY PLAN - COLUMBARIUM

1"=10'

CONNECT TO

EXISTING WATERMAIN

WITH 4" - 22.5° BEND

CONSTRUCT CBMH-101 OVER

EX. STORM SEWER LINE

RIM = 919.80

INV = 916.30 (6" NW)

INV = 912.00 (12" E)

INV = 912.00 (12" W)

EX. STMH-125

RIM=931.80

INV=926.10

143 LF - 6" PVC @ 2.00%

19 LF - 3/4" COPPER

WATER SERVICE

C0-103

RIM = 924.24

INV = 919.53

KALRK

EX. CB-131

RIM=917.52

INV SOUTH=916.34

STUB 4" D.I.P.

FOR FUTURE

EXPANSION

4" - 22.5° BEND

EXISTING ORNAMENTAL

FENCE (TYP.)

111 LF - 4" D.I.P. WATERMAIN

16 LF - 4" D.I.P. WATERMAIN

78 LF - 4" D.I.P. WATERMAIN

18 LF - 6" PVC @ 2.11%

CO-123

RIM = 924.34

INV = 921.84

CO-117

RIM = 924.34

INV = 921.84

CO-122

RIM = 924.20

INV = 921.70

CO-121

RIM = 924.11

INV = 921.61

C0-120

RIM = 923.97

INV = 921.47

CO-119

RIM = 923.88

INV = 921.38

CO-118

RIM = 923.79

INV = 921.29

CO-117

RIM = 923.71

INV = 921.21C0-112

RIM = 923.96

INV = 921.46

CO-114

RIM = 923.35

INV = 920.85

CU-113

RIM = 923.27

INV = 920.77

CO-111

RIM = 923.19

INV = 920.69

CU-110

RIM = 923.06

INV = 920.56

CO-109

RIM = 922.98

INV = 920.48

CO-108

RIM = 922.88

INV = 920.38CO-105

RIM = 923.13

INV = 920.63

CO-107

RIM = 922.72

INV = 920.22

CO-106

RIM = 922.62

INV = 920.12

CO-104

RIM = 922.52

INV = 920.02

CO-102

RIM = 921.00

INV = 916.68

LEGEND

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING ELECTRIC

EXISTING COMMUNICATIONS

EXISTING OVERHEAD WIRE

NEW STORM SEWER

NEW DRAIN TILE

NEW STORM INLETS

NEW ELECTRIC

NEW WATERMAIN

NEW GATE VALVE

NEW SANITARY

NEW SILT FENCE

TEMPORARY FENCE

UTILITY CROSSING

(SEE DETAIL CU112)

NEW CLEANOUT

(SEE DETAIL 7/SHEET CS505)

NEW GATE VALVE

CO

CO-116

RIM = 923.56

INV = 921.06

CO-115

RIM = 923.48

INV = 920.98

4" HDPE DRAINTILE (TYP.)

4"X4" HDPE

WYE (TYP.)

4"X6" PVC

WYE (TYP.)4"X6" PVC WYE

4" HDPE STUB

INV = 922.0

EX. 15" VCP

EX. 15" VCP

EX. 8" VC

P

EX. 8" HDPE

EX

. 1

2" V

C P

EX. 8" VCP

4x4 PVC WYE (TYP.)

C0-112A

RIM = 923.99

INV = 921.49

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ uti l_1 .dw g ed it:m mi lle r sa ve d:2 /2/

:28

A M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

UTILITY PLAN -

MEMORIAL WALL

CU102

N 0 10' 20'

EXISTING

COLUMBARIUM A

WEST 3RD STREET

MCMAHON AVENUE

EXISTING

SECTION 11

EXISTING

SECTION 4

EXISTING PERIMETER

ORNAMENTAL FENCE (TYP)

EXISTING WATER MAIN

(PROTECT IN PLACE) EX. CB-203

RIM=947.7

INV=945.8

EXISTING 8" VCP

STORM SEWER

EX. CBMH-201

RIM=945.0

INV SW=943.4

INV N= 942.9

EX.10" VCP

EX. 1

0"

VCP

EX. CBMH-202

RIM=945.9

INV NE=944.2

INV SE=944.5

INV SW=944.1

EX

. 1

2" V

C P

SCALE:1

UTILITY PLAN - MEMORIAL WALL

1"=10'

CONNECT TO

EXISTING WATER MAIN

17 LF - 3 4" COPPER

WATER SERVICE

KALRK

PROPOSED

MEMORIAL

WALL SIGN

LEGEND

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING ELECTRIC

EXISTING COMMUNICATIONS

EXISTING OVERHEAD WIRE

NEW STORM SEWER

NEW DRAIN TILE

NEW STORM INLETS

NEW ELECTRIC

NEW WATERMAIN

NEW GATE VALVE

NEW SANITARY

NEW SILT FENCE

TEMPORARY FENCE

UTILITY CROSSING

(SEE DETAIL CU112)

NEW CLEANOUT

(SEE DETAIL 7/SHEET CS505)

NEW GATE VALVE

CO-305

RIM 954.46

INV 952.55

CO-306

RIM 954.53

INV 952.33

4 LF 4" HDPE @ 4.21%

147 LF 4" HDPE @ 4.10%

41 LF 6" HDPE @ 1.01%

44 LF 4" HDPE @ 5.29%

32 LF 4" HDPE @ 2.97% 40 LF 4" HDPE @ 1.43%

5 LF 4" HDPE @ 5.14%

CO

C

O CO

CO

CO

CO

CO

CO

CO

CO

CO-303

RIM 952.47

INV 950.62

CO-304

RIM 953.53

INV 951.00

145 LF 4" HDPE @ 2.57%

CO-311

RIM 959.32

INV 957.16

CO-309

RIM 959.20

INV 957.15

CO-310

RIM 965.83

INV 963.20

CO-312

RIM 965.90

INV 963.20

148 LF 4" HDPE @ 4.09%

STMH-308

RIM 955.42

INV 953.42(4" S)

INV 953.42(4" W)

INV 951.00(8" E)

66 LF 4" HDPE @ 3.17%

144 LF 4" HDPE @ 2.47% 4"-45° BEND

INV 953.60

CO

CO

CO-313

RIM 954.76

INV 952.76

CO-314

RIM 956.96

INV 954.96

72 LF 4" HDPE @ 2.44%

112 LF 4" HDPE @ 3.53%

4 LF 4" HDPE @ 1.60%

4"x4" HDPE WYE

INV 950.05

4"x4" HDPE WYE

INV 950.24

75 LF 8" HDPE @ 0.89%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\18

5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio

\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\

5_ c_ uti l_4 .dw g ed it:m mi lle r sa ve d:2 /2/

:13

A M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125

810-CM3-033

FEBRUARY 5, 2026

4400 W THIRD ST, DAYTON, OH 45428

BID DOCUMENTS

Date:

OF 159

Office of Design and Construction

Services

BID DOCUMENTS

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSIONGEOTECHNICAL

TERRACON

JEFF DUNLAP, PE

IRRIGATION

WATER IN

MOTION, INC.

TIMOTHY MALOOLY

COST ESTIMATING

OCMI

KYLE VEATER

G ettysburg A venue G ettysburg A venue

H A

W A

II P

LA

C E

Wisconsin Avenue

Pe nn sy lv an ia

A ve nu e

New Mexico Place

Ohi o

Av en ue

KEY MAP

175 James Avenue North Minneapolis, MN 55405 952.229.1911

611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020

2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571

N

N.T.S.

N 0 20' 40'

UTILITY PLAN - SECTION 19 NORTH

CU103

SCALE:1

UTILITY PLAN - SECTION 19 NORTH

1"=10'

KA

N

SA

S

AV

E.

WEST 3RD STREET

MCMAHON AVE.

EXISTING IRRIGATION LINES

EX. CBMH-301

RIM=951.4

INV =948.6 (8" NW)

INV =948.1 (10" SW)

INV =948.0 (10" NE)

EX. CBMH-202

RIM=945.9

INV NE=944.2

INV SE=944.5

INV SW=944.1

EX. 1

0"

VCP

LEGEND

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING ELECTRIC

EXISTING COMMUNICATIONS

EXISTING OVERHEAD WIRE

NEW STORM SEWER

NEW DRAIN TILE

NEW STORM INLETS

NEW ELECTRIC

NEW WATERMAIN

NEW SANITARY

NEW SILT FENCE

TEMPORARY FENCE

UTILITY CROSSING

(SEE DETAIL CU112)

NEW CLEANOUT

(SEE DETAIL 7/SHEET CS505)

NEW GATE VALVE

CO

EXISTING

SECTION 19

EXISTING

SECTION 10

EXISTING

SECTION 1

EX. 8" VCP

EX. CBMH-302

RIM=951.9

INV =949.4 (8" SE)

NEW INV=949.57 (6"W)

EX. CBMH-307

RIM=953.2

INV =950.0 (10" SW)

INV =950.0 (10" NE)

NEW INV=950.33 (8" W)

EX

. 1

0" V

CP

CORE DRILL 6" DIA. OPENING

INTO EX CB-302 @ INV=949.57

CORE DRILL 8" DIA

OPENING INTO EX.

CBMH-307 @ INV=950.33

EX

. 1

0" V

C P

6"x4" PVC WYE

INV=949.98

REPLACE REMOVED

GRAVEL DRIVE WITH SOD

INLET PROTECTION (TYP.)

SILT FENCE (TYP.)

SILT FENCE (TYP.)

8"x4" WYE

INV 950.94

8"x4" WYE

INV 950.95

CB-404

RIM 958.87

INV 956.87(4" S)

INV 954.21(12" W)

CBMH-403

RIM 958.87

INV 953.97(12" E)

INV 953.97(12" NW)

CBMH-402

RIM 957.73

INV 955.73(4" SW)

INV 953.69(12" SE)

INV 953.69(12" NE)

CBMH-401

RIM 955.90

INV 952.90(12" SW)

INV 952.90(12" S)

INV 952.90(10" N)

139 LF 4" HDPE @ 1.91%

79 LF 12" H

DPE @

1.00%

CBMH-405

RIM 957.35

INV 953.28(12" S)

INV 953.28(12" N)

CB-406

RIM 958.04

INV 956.34(4" SE)

INV 956.34(4" W)

IN…