Bid Drawings Volume 4 of 14_C SITE_810CM3033 Gravesite Expansion with FCA Deficiencies at Dayton NC.pdf

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

BROWN AVE.

COLORADO AVE

W. THIRD ST.

HA

W

AI

I P

L

PE

NN

SY

LV

AN

IA

A

VE

OHIO AVE.

CP3

CP2

CP1

CP6

CP4

CP5

DN

DN

N 0 150' 300'

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_ sit e.d wg e dit :sl ar so n sa ve d:2 /2/

:39

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

NOTES

1. ALL PERIMETER FENCING REPAIRS AT OR

NEAR THE VA MEDICAL CENTER AND

NATIONAL CEMETERY BOUNDARY SHALL BE

COORDINATED PRIOR TO COMMENCING ANY

FENCING ACTIVITIES.

CS101

SEE

CS100

SITE PLAN - OVERALL

SCALE:1

OVERALL SITE PLAN

1"=150'

32BJNJAF

BURIAL LEGEND

IN-GROUND CREMAINS

PRE-PLACED CRYPTS

DIRECT BURIAL TRADITIONAL

COLUMBARIUM COURT

MEMORIAL WALL

IGC

PPC

TRAD

COL

MW

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING ORNAMENTAL FENCE

ORNAMENTAL FENCE

HEADSTONE FACE DIRECTION

ORNAMENTAL FENCE REPAIRS

MEMORIAL WALL 'MW1'

COLUMBARIUM 'C'

MAIN ENTRY

SIGN WALL

INTERNMENT QUANTITIES

PHASE GRAVESITES

GRAVESITE EXPANSION WITH FCA CORRECTIONS

IGC 2,472

PPC 7,901

TRAD 75

COL 2,400

MW 154

EXISTING

COL. A

EXISTING

COL. B

EXISTING

COMMITTAL

SERVICE

SHELTER A

EXISTING

COMMITTAL

SERVICE

SHELTER B

EXISTING

ADMINISTRATION

BUILDING

EXISTING

MAINTENANCE

COMPLEX

EXISTING

IRRIGATION

PUMPHOUSE

EXISTING

VA MEDICAL

CENTER

BUILDING &

PARKING LOT

EXISTING

VA MEDICAL

CENTER

FACILITY

EXISTING

VA MEDICAL

CENTER

FACILITY

EXISTING

VA MEDICAL

CENTER

GARAGE

VA MEDICAL

CENTER

ENTRANCE

EXISTING

VA MEDICAL CENTER

EXISTING

GATE

LS101

SEE LS100

SEE

CB101

CB103

CB109

CB107

CB105

END

END

START

START

ORNAMENTAL

FENCE REPAIRS

ORNAMENTAL

FENCE REPAIRS

KEY NOTES

START AND END LOCATIONS FOR FENCE

REPAIRS SHALL BE VERIFIED BY THE

CONTRACTOR.

START

END

ORNAMENTAL

FENCE REPAIRS ORNAMENTAL

FENCE REPAIRS

COMMEMORATIVE SIGN B:

SEE 5/CS503; FULL REPLACEMENT

REMOVE AND REPLACE CONCRETE

SIDEWALK SUBGRADE DUE TO SETTLING ON

PENNSYLVANIA AVENUE AT SECTION 42 FROM

NEW MEXICO PLACE TO OHIO AVENUE

REMOVE AND REPLACE

STORM INLET STRUCTURES

WEST OF SECTION 42 ALONG

PENNSYLVANIA AVENUE TO

PREVENT I&I.

COMMEMORATIVE SIGN A:

SEE 4/CS503; FULL REPLACEMENT

CS106

SEECS103

SEE

CS105

SEE

N 0 10' 20'

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_ sit e.d wg e dit :sl ar so n sa ve d:2 /2/

:39

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.

CS101

SITE PLAN - ENTRANCE

SCALE:1

SITE PLAN - FENCING ENLARGEMENT

1"=10'

WEST 3RD STREET

BJNJAF

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING ORNAMENTAL FENCE

ORNAMENTAL FENCE

HEADSTONE MARKER DIRECTION

NEW ORNAMENTAL FENCE (TYP.)

(SEE DETAIL 1/SHEET CS503)

NEW ORNAMENTAL FENCE

SEE SHEET CS503 (TYP.)

EXISTING ORNAMENTAL

FENCE (TYP.)

EXISTING ORNAMENTAL

FENCE (TYP.)

ORNAMENTAL DOUBLE-SWING

VEHICULAR GATE

(SEE DETAIL 3/SHEET CS503)

BEGIN NEW ORNAMENTAL

FENCE CONSTRUCTION

(TIE INTO EXISTING

ORNAMENTAL FENCE)

END NEW ORNAMENTAL FENCE

CONSTRUCTION (SEE DETAILS 4 &

6/SHEET LS205 FOR TERMINATION)

ENTRY WALL (WEST WALL)

(SEE DETAILS 4 &

6/SHEETLS205)

ENTRY WALL (EAST WALL)

(SEE DETAILS 3 & 5/SHEET

LS205)

ORNAMENTAL SINGLE-SWING

PEDESTRIAN GATE

(SEE DETAIL 2/SHEET CS503)

W

IS

C O

N

SI

N A

VE

McMAHON AVE.

END NEW ORNAMENTAL FENCE

CONSTRUCTION (TIE INTO

EXISTING ORNAMENTAL FENCE)

W

IS

C O

N

SI

N A

VE

DROP ROD FOUNDATION.

CONTRACTOR TO FIELD

VERIFY LOCATION.

REPLACE CRACKED CONCRETE

PANELS WITH LIGHT DUTY CONCRETE

PAVEMENT. DOWEL INTO EXISTING

CONCRETE (SEE DETAIL 5/CS504)

DN

DN

R

.0

R30.0'

10.0'6.0'

24.0'

(TYP.)

N 0 10' 20'

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_ sit e.d wg e dit :sl ar so n sa ve d:2 /2/

:39

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.

CS102

SITE PLAN - COLUMBARIUM C

SCALE:1

SITE PLAN - COLUMBARIUM C

1"=10'

COLUMBARIUM 'C'

LS100

EXISTING

COLUMBARIUM B

SIGN

MATCH EXISTING

CONCRETE ROLL

CURB & GUTTER

CONSTRUCT BITUMINOUS

PAVEMENT

(SEE DETAIL 4/SHEET CS504)

CONSTRUCT HEAVY DUTY

CONCRETE PAVEMENT

(SEE DETAIL 9/SHEET CS504)

CONSTRUCT CONCRETE

VALLEY GUTTER (SEE DETAIL

8/SHEET CS504)

CONSTRUCT CONCRETE

ROLL CURB & GUTTER (TYP.)

(SEE DETAIL 12/SHEET CS504)

MATCH EXISTING

CONCRETE ROLL

CURB & GUTTER

COLUMBARIUM C SIGN

(SEE DETAIL 2/SHEET CS501)

McMAHON AVE.

CONSTRUCTION SIGN

(SEE DETAIL 1/CS506)

CONSTRUCTION SAFETY SIGN

(SEE DETAIL 2/CS506)

WEST 3RD STREET

DETECTABLE WARNING PANEL

(SEE DETAIL 8/SHEET CS501)

SIDE "A"

SIDE "B"

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING ORNAMENTAL FENCE

ORNAMENTAL FENCE

HEADSTONE FACE DIRECTION

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_ fca

-fix es

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

/2/

:00 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 10' 20'

SITE PLAN - COLUMBARIUM A

CS103

REPLACE CONC

STAIRS

SCALE:1

COLUMBARIUM A

1"=10'

34MAMLRK

REPLACE

EXISTING

BENCH

LIGHT DUTY CONCRETE

PAVEMENT. DOWEL INTO

EXISTING CONCRETE

(SEE DETAIL 5/CS504)

LIGHT DUTY CONCRETE

PAVEMENT. DOWEL INTO

EXISTING CONCRETE (SEE

DETAIL 5/CS504)

McMAHON AVE.

W. THIRD ST

EXISTING COLUMBARIUM A

EXISTING COLUMBARIUM B

EXISTING

SECTION 3

EXISTING

SECTION 4

EXISTING

SECTION11

MEMORIAL WALL

EXISTING

COLUMBARIUM

A SIGN

SEE SHEET CS104 FOR

MEMORIAL WALL SITE PLAN

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING ORNAMENTAL FENCE

ORNAMENTAL FENCE

HEADSTONE FACE DIRECTION

R30.0'

R

.0 '10.0'

24.0'

(TYP.)

6.0'

N 0 10' 20'

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_ sit e.d wg e dit :jfa hr en ka mp s av ed

:2/

/20

5:

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.

CS104

SITE PLAN - MEMORIAL WALL

SCALE:1

SITE PLAN - MEMORIAL WALL

1"=10'

MEMORIAL WALL 'MW1' LS101

McMAHON AVE.

MATCH EXISTING

CONCRETE ROLL

CURB & GUTTER

CONSTRUCT BITUMINOUS PAVEMENT

(SEE DETAIL 4/SHEET CS504)

CONSTRUCT HEAVY DUTY

CONCRETE PAVEMENT

(SEE DETAIL 9/SHEET CS504)

CONSTRUCT CONCRETE

VALLEY GUTTER

(SEE DETAIL 8/SHEET CS504)

MATCH EXISTING

CONCRETE ROLL

CURB & GUTTER

MEMORIAL WALL MW1 SIGN

(SEE DETAIL 3/SHEET CS501)

WEST 3RD STREET

SIDE "A"

SIDE "B"

CONCRETE ROLL CURB & GUTTER

(SEE DETAIL 12/ SHEET CS504)

EXISTING COLUMBARIUM A

EXISTING CONCRETE ROLL

CURB & GUTTER (TYP.)

EXISTING

SECTION 11

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING ORNAMENTAL FENCE

ORNAMENTAL FENCE

HEADSTONE FACE DIRECTION

4" WIDE WHITE

PAVEMENT

MARKING (TYP.)

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_ fca

-fix es

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

/2/

:00 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 10' 20'

SITE PLAN - COMMITTAL SHELTER A

CS105

SCALE:1

COMMITAL SHELTER A

1"=10'

33MAMLRK

LIGHT DUTY CONCRETE

PAVEMENT. DOWEL INTO

EXISTING CONCRETE (SEE

DETAIL 5/CS504)

TEXAS AVENUE

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING ORNAMENTAL FENCE

ORNAMENTAL FENCE

HEADSTONE FACE DIRECTION

MICHIGAN AVE.

VA MEDICAL CENTER PROPERTYNATIONAL CEMETERY PROPERTY

7.67'

5.75'

9.67'

13.00'

18.29'

5.50'

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_ fca

-fix es

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

/2/

:00 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 10' 20'

SITE PLAN - ADMIN BUILDING

CS106

SCALE:1

FUEL TANK

1"=10'

WISCONSIN AVENUE

EXISTING

SECTION 30

LIGHT DUTY CONCRETE SLAB (SEE

DETAIL 5/SHEET CS504) & WASTE

OIL TANK (250 GAL)

HAW

AII PLACE

NEW MEXICO PLACE

EXISTING

BUILDING

EXISTING

BUILDING

LIGHT DUTY CONCRETE SLAB (SEE DETAIL 5/SHEET

CS504) & GASOLINE AND DIESEL COMBINED FUEL

TANK (250 GAL AND 750 GAL) SEE SHEET MP111

FOR MECHANICAL PLAN. SEE SPECS FOR DETAILS

EXISTING ELECTRICAL

TRANSFORMER

EXISTING BRICK WALL TO

REMAIN (PROTECT IN PLACE)

EXISTING CURB & GUTTER

NOTE:

CONTRACTOR TO PROVIDE 30-DAY TEMPORARY

LOCATION FOR DIESEL & GAS AND WASTE OIL IN THE

SOUTHEAST CORNER OF THE MAINTENANCE YARD

WEST OF SECTION 34. (SEE SHEET CO100 FOR

LOCATION).

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING ORNAMENTAL FENCE

ORNAMENTAL FENCE

HEADSTONE FACE DIRECTION

LIGHT DUTY CONCRETE SLAB (SEE

DETAIL 5/SHEET CS504) & 250W

GENERATOR. SEE SHEET ES101 FOR

ELECTRICAL PLAN.

ELECTRICAL MANHOLE. SEE DETAIL

6/E-501

CONSTRUCT CONCRETE

BARRIER CURB & GUTTER

(SEE DETAIL 10/SHEET CS504)

CONSTRUCT

HEAVY-DUTY CONCRETE

PAVEMENT (SEE DETAIL

9/SHEET CS504) EX ELECTRICAL CONDUIT. PULL NEW

CABLE THROUGH EX. CONDUIT (SEE

SHEET ES101

INSTALL NEW CONCRETE FILLED

BOLLARDS AT 5.0' SPACKING

(SEE DETAIL 3/CS506)

SEC

2-1/4"

3' -8

1'

-0

6" 6"

2" 8"

6-1/2" 2"

1-1/2"

7"

NOTE:

-"SEC" LETTERS; 1-1/2" HT., 3/15"

DEPTH, 3/16" STEMS AND BARS;

TEXT FOR SECTION ID NUMBERS

ENGRAVED 2" HT., 3/16" DEPTH, 3/8"

STEMS AND BARS, ARIAL FONT.

CORNERS AND EDGES INCLUDING 2"

BELOW GROUND LEVEL ROUNDED

TO 3/8" RADIUS (TYP.)

FINISHED GRADE

REFERENCE SECTION LAYOUT

PLANS FOR SECTION ID.

Columbarium C

SIDE A

SIDE B

3'-4"

2' -0

4' -0

3'

-6

STRIPE PAINTED

46-258 TUSCON

GOLD

STRIPE PAINTED

46-258 TUSCON

GOLD

SECURE SIGN PANEL

TO POST WITH MOUNTING

EXTRUSION AND CC SCREWS

TOP OF CAP

AND FINS

PAINTED 46-258

TUSCON GOLD

2 1/4" DEEP

FABRICATED ALUM.

SIGN CABINET

PAINTED GREEN

3" SQ.

EXTRUDED

ALUM. SIGN

POSTS

PAINTED

GREEN

1/2"

COPY 2 1/2"

ARROW 2 3/4"

FIRST SURFACE WHITE VINYL

COPY AND ARROW

3'-10"

13 4"

SEE DETAIL 4/CS501

Memorial Wall MW1

SIDE A

SIDE B

3'-4"

2' -0

4' -0

3'

-6

STRIPE PAINTED

46-258 TUSCON

GOLD

STRIPE PAINTED

46-258 TUSCON

GOLD

SECURE SIGN PANEL

TO POST WITH MOUNTING

EXTRUSION AND CC SCREWS

TOP OF CAP

AND FINS

PAINTED 46-258

TUSCON GOLD

2 1/4" DEEP

FABRICATED ALUM.

SIGN CABINET

PAINTED GREEN

3" SQ.

EXTRUDED

ALUM. SIGN

POSTS

PAINTED

GREEN

1/2"

COPY 2 1/2"

ARROW 2 3/4"

FIRST SURFACE WHITE VINYL

COPY AND ARROW

3'-10"

13 4"

SEE DETAIL 4/CS501

4"

1 2"

1 2"

1 2"

11 2"

3"

3" PEAK

POST CAP3"

3" SQUARE

POST

3"

3"

MOUNTING

EXTRUTION

NOTES:

1. CENTER POINT OF BURIAL CONTROL MONUMENT GRID SHALL BE

WITHIN 0.05 FT OF THE POINT DESIGNATED ON THE PLANS.

2. CONCRETE TO EXTEND BELOW FROST DEPTH

PLAN VIEW

6"

3"

2"

1-5/8" MAX. TO

TOP OF DOME

NA

T IONAL CEMETERY

GRAVES I TE GR I D MONUMEN

T

EXTEND BELOW

FROST DEPTH

3'-0"

BRONZE DOMED-TOP GRAVESITE MONUMENT MARKER

LOCATED WITHIN 4" DIA. PLACEMENT CIRCLE

4" DIA. PLACEMENT CIRCLE CENTERED ON

CONCRETE GRAVESITE MONUMENT

SLOPE CONCRETE AWAY FROM CENTER OF

CONCRETE GRAVESITE MONUMENT

BRONZE DOMED-TOP

MONUMENT MARKER (SEE

ENLARGEMENT BELOW)

SET CONCRETE

MONUMENT FLUSH

WITH FINISHED GRADE

1" DIAMETER X 3" DEEP HOLE.

SET GRAVESITE MONUMENT

MARKER WITH NON-SHRINK

GROUT.

6" DIAMETER, CAST-IN-PLACE

CONCRETE GRAVESITE

MONUMENT REINFORCED

WITH 1 - #6 REBAR, 1" CLEAR

FROM FACE.

BRONZE DOMED-TOP GRAVESITE MONUMENT

MARKER WITH 3/4" DIAMETER SPLIT STYLE

STEM AND INTEGRAL LOCATOR MAGNET

FIELD ENGRAVED CROSS HAIRS: MAX. LENGTH

3/4", MIN. LENGTH 1/2". CROSS HAIRS SHALL BE

LOCATED WITHIN ENGRAVED CIRCLE. ALIGN

CROSS HAIRS WITH GRAVESITE GRID LINES.

ENGRAVED 1" DIA. CIRCLE CENTERED

IN MONUMENT MARKER

REQUIRED 3/16" HIGH, ALL

UPPERCASE TEXT ENGRAVED ON CAP

SECTION VIEW

DOMED-TOP GRID MARKER

SMOOTH TROWEL FINISH TOP

SURFACE, ENSURE POSITIVE

DRAINAGE

2" MIN.

(TYP.)

6" DEPTH COMPACTED

STRUCTURAL FILL TYPE 1

2.

4"

2.4"

7 8 "

15/16" - 1-3/8"

3/

50% - 65%

OF BASE

DIAMETER

/1

6" , T

YP

3"

2'-0"

3"

DOME SPACING

NOT TO SCALE

DOME SECTION

NOT TO SCALE

2" EXPANSION JOINT

HEAVY DUTY

CONCRETE

PAVEMENT

6" AGGREGATE BASE

12" STRUCTURAL FILL

1" MORTAR BED

TRUNCATED DOME PAVER

BITUMINOUS

PAVEMENT

COMPACTED SUBGRADE

6"3" 2"

8" STRUCTURAL FILL

3" BASE COURSE

2" WEAR COURSE

E.Q.

FRONT VIEW

4'-41 2"

CL

E.Q.

SIDE VIEW

1'-67 8"

BENCH &

CONCRETE PAD

CL

1' -5

SE

AT

H

EI

G

H T

1' -1

01 8" H

EI

G H

T

1'-8"

SEE ENLARGEMENT

FOR ANCHOR DETAIL

3"

ANCHORING DETAIL

ENLARGEMENT

3 16 " T

YP

4" THICK NEOPRENE

WASHER, BELOW

EACH BENCH FOOT

NEOPRENE WASHER

3/8" X 3" LONG S.S.

EXPANSION BOLT WITH S.S.

ACORN TOP NUT &

WASHER AND ACCORDING

TO MANUFACTURER'S

RECOMMENDATIONS.

ANCHORS SHALL BE

VANDAL RESISTANT WITH

THREAD LOCK.

FOOT OF

BENCH

COLOR TO BE POWDER-

COATED VICTOR

STANLEY BRONZE OR

APPROVED EQUIVALENT

TO MATCH EXISTING.

ANCHOR BOLTS,

REFER TO

ENLARGEMENT

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_ sit e.d wg e dit :sl ar so n sa ve d:2 /2/

:39

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 CS501

SITE DETAILS - 1

SCALE:1

GRANITE SECTION MARKER

N.T.S. SCALE:2

COLUMBARIUM C SIGN

N.T.S. SCALE:3

MEMORIAL WALL MW1 SIGN

N.T.S.

SCALE:4

SIGN POST CAP DETAIL

N.T.S.

SCALE:5

SIGN POST DETAIL

N.T.S.

SCALE:6

SIGN POST HARDWARE DETAIL

N.T.S.

SCALE:7

GRAVESITE GRID MONUMENT

N.T.S. SCALE:8

DETECTABLE WARNING PANEL

N.T.S. SCALE:9

BENCH

N.T.S.

NOTES:

1. SEE PLAN FOR CONCRETE

SCORING PATTERNS

2. SEE SPECIFICATIONS FOR

ADDITIONAL BENCH

INFORMATION

3. COORDINATE AND VERIFY

WITH CEMETERY RE ON

LOCATION PRIOR TO

SECURING / BOLTING BENCH

IN PLACE TO CONCRETE

PAVEMENT.

BJNJAF 41 of 160

NOTE:

-MINIMUM 1'-6" FROM

EDGES OF SIDEWALK

Trash

SEE PLAN VIEW

Flower Vases

CS502

2' -3

2' -8

5 8"

CONCRETE PAD

ANCHOR RECEPTACLES

W/STAINLESS STEEL

EXPANSION SHIELDS &

BOLTS PER

MANUFACTURER

SIGN FOR "TRASH" AS NOTED.

CLEAR DECAL W/ WHITE

LETTERING, OPTIMA BOLD

TYPEFACE 1-1/2" HIGH.

DECAL SHALL BE LOCATED ON

4 SIDES OF EACH

RECEPTACLE. BANDING

COLOR TO MATCH FWS AT

COLUMBARIUM A.

ELEVATION VIEW

VICTOR STANLEY S-42

OR APPROVED EQUAL

VICTOR STANLEY S-424

OR APPROVED EQUAL

SIGN FOR "FLOWER VASES" AS NOTED.

CLEAR DECAL W/ WHITE LETTERING, OPTIMA

BOLD TYPEFACE 1-1/2" HIGH. DECAL SHALL BE

LOCATED ON 4 SIDES OF EACH RECEPTACLE.

BANDING COLOR TO MATCH FWS AT

COLUMBARIUM A.

BRONZE WATER SPIGOT

3/4 INCH COMPRESSION

JUG FILLER,SELF-CLOSING

LEVER HANDLE

"DO NOT DRINK" SIGN

SHUT-OFF VALVE

HANDLE

SEE PLAN VIEW SEE PLAN VIEW

Flower Vases

FINISHED GRADE

12" X 22" CONCRETE

VALVE BOX WITH METAL LID

SEE PLAN VIEW FOR LOCATION

PVC PIPE RISER

8" WASHED ROUND GRAVEL

8" WASHED ROUND GRAVEL

2' -5

1'-2"

3/4" TYPE K COPPER PIPING

FILTER FABRIC

3" MIN DEPTH OF 34 "

WASHED GRAVEL

4" x 12" COPPER MALE

ADAPTOR

PVC SCH 80 UNION

BRICK (CONTINUOUS

AROUND BOTTOM OF

VALVE BOX

2" 90° PVC ELBOW

2" X 3/4" PVC REDUCER

1" CL 200 PVC PIPE (LENGTH

AS REQUIRED)

HDPE MAINLINE PIPE &

HDPE ELECTROFUSION

WELD SERVICE TEE

SCH 40 PVC 1-INCH

MALE ADAPTER

PVC SCH 80 CLOSE NIPPLE

ADJUSTABLE PRESSURE REGULATOR

PVC SCH. 80 NIPPLE

4" THREADED CURB STOP VALVE

SCH 40 PVC REDUCING MALE ADAPTER (1 of 2)

3/4" DOMESTIC WATER SUPPLY

LINE; SEE IRRIGATION DRAWINGS

CONCRETE FOOTING

STEEL FINS, WELD TO

STEEL TUBING

GEOTEXTILE FABRIC

SECURE WITH ADHESIVES

1/2" DECORATIVE

BEACH PEBBLE

4" AGGREGATE BASE

COMPACTED SUBGRADE

12" STRUCTURAL FILL

5" THICK CONCRETE APRON (IGC ONLY)

2"

CONNECT 4" PERF.

DRAINTILE WITH SOCK TO

COLUMBARIA UNDERDRAINS.CROSS-SECTION VIEW

4'-0"

1' -0

2% MAX SLOPE

EITHER

DIRECTION

8'-115 8"

4' -0

6"

8"

3'-11 2"

UNLESS NOTED

OTHERWISE

6"

6"

2' -3

5 8"1' -6

2'

-0

2'-0"

FLORAL REGULATIONS

DETAIL. SEE 3/CS502.

5" THICK REINFORCED CONC. PAD W/ 1/4"

RADIUS @ EDGE, TYP. MEDIUM BROOM

FINISH, RUB OUT ALL SURFACE TOOL MARKS

TRASH RECEPTACLE:

TAPERED DOME LID

W/SELF-CLOSING DOOR

PLAN VIEW FWS

SPLASH AREA AGGREGATE

TO MATCH EXISTING FLOWER

WATERING STATIONS

FLOWER VASE RECEPTACLE W/ CUSTOM

HINGED LID & FLORAL DECALS

5" THICK

CONCRETE

APRON5'

-3

VALVE BOX

(LOCATION PER PLAN

AP

R

O N

A T

PP

C

, I G

C , T

R

AD

; N O

AP

PR

O N

A T

C O

LU

M

BA

R

IU

M

O R

M

EM

O R

IA

L

W

AL

L

FLORAL

REGULATIONSHANDLE

1/3" SQUARE HOLE

FOR ANCHOR BOLT

TRASH RECEPTACLE:

TAPERED DOME LID W/

SELF-CLOSING DOOR

FLOWER VASE RECEPTACLE:

CUSTOM HINGED LID

W/FLORAL DECALS

HANDLE

TOP VIEW

BOTTOM VIEW

4"

Do Not Drink3"

EQ. EQ.

R 1 2

3/4" HT. LETTERING, OPTIMA

BOLD TYPE FACE, INITIAL

CAP AND LOWER CASE; SEE

SIGNAGE SCHEDULE FOR

COPY

ALUMINUM SIGN PANEL

WELDED TO CONTINUOUS

CURVED FRAME; SEE

SPECIFICATIONS FOR

COLOR & FINISH

1/8" THICK ALUMINUM

SIGN PANEL

3 4"

1/

2"

1'-0"

EQ EQ

FLORAL

REGULATIONS

DAYTON NATIONAL CEMETERY FLORAL POLICY

SAFETY HAZARD

PLEASE,

ITEMS SUCH AS THESE

distract from the dignity of your National Cemetery and may create a

POTTED PLANTS

10 days before to 10 days after Easter and

Memorial Day

HOLIDAY WREATHS

and/or

GRAVE BLANKETS

DEC 1 - JAN 20

ITEMS THAT ARE NOT PERMITTED

EASTER, MEMORIAL DAY, WINTER HOLIDAYS ONLY

YEAR-ROUND DECORATIONS

HELP US MAINTAIN

THE SOLEMN DIGNITY OF

OUR VETERANS'

FINAL RESTING PLACE

AT THIS NATIONAL SHRINE

8"

ONE U.S. FLAG and/or

FRESH FLOWERS IN CONES

Always welcome

ARTIFICIAL FLOWERS

OCT 10 - APR 15

Only

· Up to four floral arrangements accompanying the casket or urn at the time of burial will be placed on the grave and removed when they become unsightly.

· Natural, fresh-cut flowers may be placed on graves at any time of the year and will be removed when they become unsightly or to facilitate mowing.

· Plastic floral cones are available for use within the cemetery and are located in containers throughout the cemetery.

· One small American flag may be placed on the grave, will be removed only when it is damaged, faded, or tattered, and will be disposed of properly.

· No object shall be attached to a grave marker or niche cover, protrude above the top of and upright headstone or encroach on an adjacent grave.

· Artificial flowers may be placed on graves October 10 through April 15 only, during non-mowing season when they do not present a safety hazard.

· Potted plants may be placed on graves 10 days before to 10 days after Easter Sunday and memorial day only.

· Christmas wreaths and grave blankets my be placed on graves December 1 through January 20 only.

· Permanent plantings, statues, battery or solar-powered items, balloons, breakable objects, and other commemorative items are not permitted at any time.

· The department of veterans affairs does not permit adornments that are offensive, inconsistent with the dignity of the cemetery or may be a safety hazard.

· On the first and third Wednesday of each month cemetery personnel will inspect each grave for unsightly or unauthorized items.

· Durable items removed from graves will be held for one month. these items remain property of the donor but are under custodianship of the cemetery.

If not claimed within 30 days, they are then governed by the rules for disposal of federal property.

3 4"

4"

1/

2"

1/ 2"

3 4"

4"

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_ sit e.d wg e dit :jfa hr en ka mp s av ed

:2/

/20

5:

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

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 CS502

SITE DETAILS - 2

SCALE:1

FLOWER WATER STATION

N.T.S.

SCALE:2

DO NOT DRINK SIGN

N.T.S.

SCALE:3

FLORAL REGULATIONS DECALS

N.T.S.

BJNJAF

NOTE: FINAL LANGUAGE SHALL BE REVIEWED AND APPROVED BY CEMETERY.

BRACKET

4" RAIL

1" x .065

WALL PICKET

8' O.C.

6'

32" MIN.

SEE GEOTECHNICAL

REPORT

2"

16"

4" TYPICAL

PER

MNUFACTUER

3" MIN

4" TYPICAL

4" RAIL

16"

VARIES WITH

HEIGHT

6'

32" MIN.

SEE GEOTECHNICAL

REPORT

LATCH CLEARANCE6'-1"HINGE CLEARANCE

2"

1" x .125

WALL PICKET

GATE UPRIGHT

2" x .250 WALL

WELD ON

BOX HINGE,

REQUIRES

STEEL POSTS

3" MIN

2" POST

4" RAIL

16"

VARIES WITH

HEIGHT

6'

32" MIN.

SEE GEOTECHNICAL

REPORT

2" LATCH CLEARANCE

PER MANUFACTURE

2"

MIN.

1" x .125

WALL PICKET

GATE UPRIGHT

2" x .250 WALL

WELD ON BOX

HINGE, REQUIRES

STEEL POSTS

3" MIN

6" DRIVE GATE

POST

4"

TYP.

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_ sit e.d wg e dit :sl ar so n sa ve d:2 /2/

:39

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 CS503

SITE DETAILS - 3

SCALE:1

ORNAMENTAL FENCING PANEL DETAIL

NTS SCALE:3

ORNAMENTAL DOUBLE-SWING VEHICULAR GATE

NTSSCALE:2

ORNAMENTAL SINGLE-SWING PEDESTRIAN GATE

NTS

BJNJAF

CONCRETE FOOTING

FOR POSTS CONCRETE FOOTING

FOR POSTS; TAPER TOP

TO DRAIN

CONCRETE FOOTING

FOR POSTS; TAPER TOP TO

DRAIN

ORNAMENTAL FENCE NOTE:

1. ALL ORNAMENTAL FENCE COMPONENTS, HARDWARE AND

FASTENERS SHALL BE POWDER-COATED OR

ELECTRO-DEPOSITION COATED WELDED STEEL; COLOR: BRONZE

2. SEE SPECIFICATIONS FOR MORE INFORMATION

ORNAMENTAL FENCE NOTE:

1. ALL ORNAMENTAL FENCE COMPONENTS, HARDWARE AND

FASTENERS SHALL BE POWDER-COATED OR

ELECTRO-DEPOSITION COATED WELDED STEEL; COLOR: BRONZE

2. SEE SPECIFICATIONS FOR MORE INFORMATION

ORNAMENTAL FENCE NOTE:

1. ALL ORNAMENTAL FENCE COMPONENTS, HARDWARE AND

FASTENERS SHALL BE POWDER-COATED OR

ELECTRO-DEPOSITION COATED WELDED STEEL; COLOR: BRONZE

2. SEE SPECIFICATIONS FOR MORE INFORMATION

DROP ROD (TO BE USED TO

HOLD GATE IN OPEN POSITION)

CROSS BRACE TO

PREVENT SAG

2" MAX

MATCH GATE TO

ORNAMENTAL FENCE

DROP PIN LOCKING

SYSTEM WHILE AT

OPEN SET

CROSS BRACE TO

PREVENT SAG

MATCH GATE TO

ORNAMENTAL FENCE

SCALE:5

COMMEMORATIVE SIGN B

N.T.S.SCALE:4

COMMEMORATIVE SIGN A

N.T.S.

COMMEMORATIVE SIGN A:

1. ALL MEASUREMENTS ARE APPROXIMATE; CONTRACTOR

SHALL VERIFIED IN FIELD.

2. APPROXIMATE MEASUREMENTS ARE AS FOLLOWS:

2.1. FRAME HEIGHT – 50” (FROM GROUND TO TOP OF SIGN)

2.2. WIDTH OF SIGN- 41

2.3. HEIGHT OF SIGN PANEL- 24”

3. FULL REPLACEMENT INCLUDING METAL FRAME, FOOTING

AND SIGN PANEL.

3.1. FRAME AND FOOTING TO MATCH EXISTING

COMMEMORATIVE B (SEE VA SIGNAGE DESIGN GUIDE)

4. COORDINATE WITH NCA/VA AND NCA/VA HISTORIAN FOR

GRAPHIC CONTENT ON PANEL.

5. SUBMIT SHOP DRAWINGS FOR APPROVAL.

COMMEMORATIVE SIGN B

1. ALL MEASUREMENTS ARE APPROXIMATE; CONTRACTOR

SHALL VERIFIED IN FIELD.

2. APPROXIMATE MEASUREMENTS ARE AS FOLLOWS:

2.1. FRAME HEIGHT – 50” (FROM GROUND TO TOP OF SIGN)

2.2. WIDTH OF SIGN- 41

2.3. HEIGHT OF SIGN PANEL- 24”

3. FULL REPLACEMENT INCLUDING METAL FRAME, FOOTING

AND SIGN PANEL.

3.1. FRAME AND FOOTING TO MATCH EXISTING

COMMEMORATIVE B (SEE VA SIGNAGE DESIGN GUIDE)

4. COORDINATE WITH NCA/VA AND NCA/VA HISTORIAN FOR

GRAPHIC CONTENT ON PANEL.

5. SUBMIT SHOP DRAWINGS FOR APPROVAL.

LATCH (TO BE USED TO HOLD

GATE IN CLOSED POSITION)

3" BITUMINOUS BASE COURSE.

2" BITUMINOUS WEAR COURSE

8" DEPTH COMPACTED AGGREGATE BASE NO. 53

APPROVED SUBGRADE

NON-WOVEN GEOTEXTILE

FABRIC

1/2 "

EXPANSION JOINT

JOINT SEALER

CONFORMING

TO ASTM D 1850

PREMOLDED EXPANSION JOINT FILLER

CONFORMING TO ASTM D1751 OR D1752

NOTES

1) INSTALL JOINTS AS SHOWN ON PLANS (S100 SERIES)

INSTALL EXPANSION JOINTS AT 40' SPACING MAX.

2) D = DEPTH OF CONCRETE PAVEMENT

3) TRANSITION PAVEMENT THICKNESS OVER A MINIMUM

DISTANCE OF 5'

1/8 "

SAW CUT CONTROL JOINT

D/4

EXPANSION JOINT ENLARGEMENT

1 2"

BACKER ROD

SEALANT

1/2" R. TYP.

FULL DEPTH SAWCUT

AND JOINT FILLER

2" CLR.

24"L S.S. #4 SMOOTH BAR,

18" O.C., SLEEVE ONE END

6"

5"

2'-0"

5"

APPROVED SUBGRADE

HEAVY DUTY CONCRETE

PAVEMENT (THICKENED EDGE)

(STREET SIDE)

TRUNCATED DOME PAVER

1" MORTAR BED

CONCRETE

EXPANSION

JOINT, TYP.

EXPANSION

JOINT, TYP.

LIGHT DUTY CONCRETE

(THICKENED EDGE)

(COLUMBARIA SIDE)

18" LONG SS STAINLESS

STEEL DOWEL. LOCATE

HORIZONTALLY IN CENTER

OF SLAB 18" O.C.

COMPACTED

AGGREGATE BASE

6"

8"

2- 1/

2"

5"

NOTES:

1. CROSS SLOPE OF GUTTER SAME AS PAVEMENT

2. AT ALL TRENCHES 2-#4 REINFORCING RODS SHALL BE PLACED

IN THE LOWER PORTION OF THE CURB 20 FEET IN LENGTH

3. INSTALL 2-#4 REINFORCING RODS AT CATCH BASINS NO LESS

THAN 10 FEET IN LENGTH

ROLL CURB AND GUTTER

1/4" RAD. 10" RAD.

14"

24"4"

PAVEMENT

COMPACTED AGGREGATE BASE

APPROVED SUBGRADE

(COMPACTION OR GREATER)

6"

8" 5"

ROLL CURB/ VALLEY GUTTER/ FLUSH CURB

BARRIER CURB

SEE DETAIL 10/CS504

BARRIER CURB

SEE DETAIL 10/CS504

6' ADJACENT TO SIDEWALK,

2' ADJACENT TO GREEN SPACE

6' ADJACENT TO SIDEWALK,

2' ADJACENT TO GREEN SPACE

TRANSITION PANEL

TRANSITION PANEL

13" 4.5"

.5"

8"

1"

6"

6.5"

6"

6"

COMPACTED AGGREGATE BASE

APPROVED SUBGRADE

R=1/4" R=1/4" R=1/4"

#4 LONGITUDINAL

REINFORCING BARS

12"

2.

5"

2"R, TYP.

8"

8"

4"

4"

COMPACTED AGGREGATE

BASE (6" MIN)

APPROVED SUBGRADE

THICKENED-EDGE

CONCRETE PAVEMENT

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_ sit e d eta ils .dw g ed it:j fah re nk am p sa ve d:2 /12

/20

:29

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

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

SITE DETAILS - 4

CS504

39EFRLRK

NOTE: DEPENDING UPON CONFIGURATION, ATTACH

FABRIC TO WIRE MESH WITH HOG RINGS, STEEL

POSTS WITH TIE WIRES, OR WOOD POSTS WITH

STAPLES.

DIRECTION

OF RUNOFF

FLOW

2' MIN

ENGINEERING FABRIC

FABRIC ANCHORAGE

TRENCH BACKFILL

WITH TAMPED NATURAL

SOIL

METAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

TYPICAL INSTALLATION

NATURAL SOIL

6" MIN.

6" MIN.

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT

WASHERS]

2 EACH DUMP

STRAPS

DUMP STRAP

SILT SACK

50' MINIMUM

AS REQUIRED

6" MINIMUM

1"-2" WASHED ROCK

SCALE:1

SILT FENCE

N.T.S. SCALE:2

INLET PROTECTION SEDIMENT FILTER SACK

N.T.S. SCALE:3

ROCK CONSTRUCTION ENTRANCE

N.T.S. SCALE:4

BITUMINOUS PAVEMENT SECTION

N.T.S.

SCALE:7

CONCRETE JOINTING TYPES

N.T.S.

SCALE:11

TRUNCATED DOMES

N.T.S. SCALE:12

ROLL CURB AND GUTTER

N.T.S.

SCALE:13

CURB TRANSITION ROLL CURB TO BARRIER CURB

N.T.S.

SCALE:6

FLUSH CURB

N.T.S.

SCALE:10

BARRIER CURB DETAIL

N.T.S.

1' -2

7" 1'-5" 2'-0"

6"

1"

8" 8"

R2" R1"

2% MIN.

2% MIN.

3/4" PER FT.

7"

SCALE:8

CONCRETE VALLEY GUTTER DETAIL

N.T.S.

NOTE: GUTTER AGGREGATE BASE TO BE

MIN. 6" DEPTH AND EXTEND 1' BEYOND

EACH SIDE OF GUTTER.

#4 LONGITUDINAL

REINFORCING BARS

2.5 "

24"

COMPACTED AGGREGATE BASE

APPROVED SUBGRADE

12"

5"

PORTLAND CEMENT CONCRETE

PAVEMENT, BROOM FINISH SWEEP

PERPENDICULAR TO DIRECTION OF

TRAFFIC. MATCH EX. THICKNESS

COMPACTED AGGREGATE BASE.

MATCH EX. THICKNESS (6" MIN)

APPROVED STRUCTURAL FILL

EXISTING AGGREGATE BASE

NOTE

1) CONCRETE JOINT LAYOUT IS SHOWN ON THE PLANS. PROVIDE

EXPANSION JOINTS NEXT TO ALL FIXED OBJECTS.

EXISTING CONCRETE PANEL

CONT. #4 BARS 12" O.C. E.W.

3" CLR

2"

NOTE

1) CONCRETE JOINT LAYOUT IS SHOWN ON THE PLANS. CONTRACTOR SHALL

SUBMIT JOINTING PLAN FOR APPROVAL PRIOR TO FINAL PAVING. PROVIDE

EXPANSION JOINTS NEXT TO ALL FIXED OBJECTS.

6" 6"

PORTLAND CEMENT CONCRETE

PAVEMENT, BROOM

FINISH PERPENDICULAR

TO DIRECTION OF TRAFFIC

COMPACTED AGGREGATE BASE

APPROVED SUBGRADE

EXTEND BASE MATERIALS

8" BEYOND EDGE OF CONCRETE

TOPSOIL & TURF OR MULCH

CONT. #4 BARS 12" O.C. E.W.

3" CLR C

N

TR

SCALE:9

HEAVY DUTY CONCRETE PAVEMENT

N.T.S.

SCALE:5

LIGHT DUTY CONCRETE PAVEMENT

N.T.S.

6" M

IN

TIE WIRES OR

CLIPS (TYP.)

LINE POST

TOP RAIL (WHEN PRIVACY BARRIER IS USED)

TENSION WIRE (WHERE PRIVACY BARRIER NOT USED)

CHAIN-LINK FABRIC

(9 GAGE, 2' MESH)

BOTTOM OF

FABRIC

TENSION

WIRE

LINE POST

TIE WIRES OR

HOG RINGS (TYP.)

GRADE

HOG RINGS (TYP.)

FA

BR

IC

W

ID

TH

' T

YP

2"

3' -0

10'-0" MAXIMUM

NOTE:

1. PROVIDE LOCKABLE SWING GATE AT

ACCESS POINTS. FIELD LOCATE.

2. LINE POSTS TO BE EQUALLY SPACED.

SCALE:14

TEMPORARY CONSTRUCTION FENCE (CHAIN-LINK)

N.T.S.

3"3"

DOWEL INTO EX CONCRETE W/ #4

BARS SPACED 12" O.C.

EXPANSION JOINT

SCALE:15

THICKENED-EDGE CONCRETE PAVEMENT

N.T.S.

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_ sit e d eta ils .dw g ed it:s lar so n sa ve d:2 /2/

:38

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

NOTE: DEPENDING UPON CONFIGURATION,

ATTACH FABRIC TO WIRE MESH WITH HOG

RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

PLAN VIEW

CB /

INLET

INSTALLATION WITHIN GREEN SPACES

STORM INLET

RING SILT FENCE

GEOTEXTILE FABRIC

(SILT FENCE)

FABRIC ANCHORAGE

TRENCH BACKFILL

WITH TAMPED

NATURAL SOIL

METAL OR WOOD

POST OR STAKE

1' MINIMUM

6 INCH MINIMUM

6 INCH MINIMUM

2'

MIN

TO BE USED DURING MASS GRADING OR AS STAGE APPROPRIATE

NOTE

MINIMUM SLAB THICKNESS 6"

FOR 14' DEPTH. INCREASE

THICKNESS 1" FOR EACH 4' OF

DEPTH GREATER THAN 14' AND

REINFORCE WITH 6"X6" 10/10

MESH.

BASE: PRECAST OR POURED-IN-PLACE CONCRETE

FLOW

ADJUST CASTING TO 1/2"

BELOW FINISHED GRADE. MANHOLE FRAME AND COVER NEENAH 2501-C

WITH MACHINED BEARING SURFACE WITH 2

CONCEALED PICK HOLES OR APPROVED EQUAL.2" ADJUSTING RINGS AS

REQUIRED (MIN. 2, MAX. 4).

FULL BED OF MORTAR

BETWEEN RINGS CASTING

AND ON OUTSIDE OF RINGS.

NOTE

1. MANHOLES 8' DEEP OR GREATER,

THE PRECAST SECTION

IMMEDIATELY FOLLOWING THE

CONE SECTION SHALL BE 1'-4" (16")

IN HEIGHT

2. PROVIDE STEPS IN ALL

MANHOLES OVER 4.5 FEET IN

DEPTH.

"O" RING GASKETS BETWEEN EACH

JOINT IN MAN HOLE SECTIONS.

*48" DIAMETER WHEN PIPE IS 36" OR

SMALLER.

72" DIAMETER WHEN PIPE IS LARGER

THAN 36".

SEE STRUCTURE SCHEDULE

USE T-SECTION MANHOLE

WHERE POSSIBLE (DESIGN J)

WITH OFFSET CONE

CONNECTION OR PRECAST SLAB.

STEPS 16"

O.C. ON

DOWNSTREAM

SIDE

27"

AS

R

EQ

U

IR

ED

1' -4

4'

MANHOLE CASTING - NEENAH R-3067-V

OR TR OR APPROVED EQUAL

CONC. CURB MIX SHALL

INCORPORATE THE

ENTIRE CASTING AND

ADJUSTING RINGS.

TYPE II COVER SLAB

(4000 P.S.I.)

MANHOLE MUST

MEET ASTM 478 TAR OR GROUT SEAL

GROUT, WITH AN

APPROVED BONDING

AGENT ADDITIVE, SHALL

BE PLACED BETWEEN

AND OUTSIDE OF THE

ADJUSTING RINGS.

PLASTIC OR ALUMINUM

STEPS TO MEET ASTM 478

ONLY CONCRETE OR

METAL SHIMS SHALL

BE USED FOR

LEVELING CASTING.

6"

D

VA

R

IE

S 4'-0"

1"

5"

6"

5'-4" MINIMUM

POURED OR

PRECAST CONCRETE

BASE (3000 P.S.I.)

FINISHED GRADE

2" ADJUSTING RINGS

MIN. - 2

MAX. - 6

3 MIL POLYETHYLENE

WRAP AROUND THE

OUTSIDE OF CONC. CURB

MIX.

24" x 36"

GROUT BENCH & FLOW

LINE

INTEGRALLY CAST

SLEEVE SEAL

POSITIVE MECHANICAL

SEAL

OR

CASTING SHALL BE NEENAH R-1642 WITH TYPE "A" COVER OR APPROVED EQUAL.

SEE SPECIFICATION FOR CASTING ADJUSTMENT PROCEDURE IN ROADWAY

BRING GROUND ELEVATION TO TOP OF CASTING OR AS

DIRECTED BY THE ENGINEER.

PRECAST CONCRETE ADJUSTING RINGS. RINGS SHALL BE SET IN A

FULL MORTAR BED AND GROUTED ON THE OUTSIDE ONLY PRIOR TO

BACK FILLING. NO GROUT SHALL BE PLACED ON THE INSIDE FACE OF

RINGS. MAXIMUM OF 12" (RINGS AND MORTAR) BETWEEN BOTTOM OF

CASTING AND TOP OF CONE SECTION.

PRECAST REINFORCED CONCRETE MANHOLE, ASTM

C-478

SEE JOINT DETAIL

BOTTOM RISER WITH 6" INTEGRAL BASE

MANHOLE NOTES:

1) MANHOLES WILL BE INSTALLED WITH BELL END FACING UP FOR

UNIFORMITY.

2) REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC

HAVING AN AREA OF NOT LESS THAN 0.12 SQUARE INCHES PER FOOT OF

HEIGHT.

SLEEVE NOTES:

1) SHIM OR ADAPTER FOR "NON-STANDARD" PIPE ALLOWABLE.

2) FLEXIBLE SLEEVE SHALL BE A NEOPRENE MATERIAL MEETING THE

REQUIREMENTS OF ASTM C-443 OR THE FOLLOWING ELASTOMER EPOM:

TENSILE STRENGTH 1500 P.S.I. MIN. (DIE C. ASTM D 412 ELONGATION OF

RUPTURE 450% MIN. (DIE C. SATM D 412) COMPRESSION SET 25% MAX.

(22 HRS. @ 70 C. ASTM D 395, METHOD B DUROMETER 50 ± 5 (ASST. D 2240)

3) FLEXIBLE SLEEVE DIMENSIONS SHALL CONFORM TO PRODUCERS

STANDARDS.

6"

4'-0"

5"

MANHOLE

STEPS

16" O.C.

VA

R

IA

BL

E

4'-0"

27"

INTERNAL EXPANDING LOCKING BAND

(NON-CORROSION RESISTANT STEEL)

SEE INDOT STANDARD DETAIL E720-MHCA-02

PLACE ON APPROVED SUBGRADE

REACHING 95% COMPACTION OR

GREATER.

PLACE ON APPROVED SUBGRADE

REACHING 95% COMPACTION OR

GREATER.

PLACE ON APPROVED

SUBGRADE REACHING

95% COMPACTION OR

GREATER.

SCALE:4

STORM SEWER MANHOLE

N.T.S. SCALE:5

STORM SEWER CATCH BASIN

N.T.S. SCALE:6

STANDARD SANITARY MANHOLE

N.T.S.

NOTES:

1. FIBER ROLL DRAIN INLET PROTECTION SHALL USE A MIN. 12" DIAMETER ROLL AND BE INSTALLED

BEFORE CONSTRUCTION BEGINS.

2. GRAVEL BAGS SHALL BE FILLED WITH GRAVEL. SAND BAGS ARE NOT AN ACCEPTABLE SUBSTITUTE.

3. INSPECT AND REPAIR FIBER ROLLS EACH DAY AND AFTER EACH STORM EVENT. REMOVE SEDIMENT

WHEN ONE THIRD OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DISPOSED

OF PROPERLY.

4. SEDIMENT AND GRAVEL DEPOSITED ON ROADWAYS SHALL BE IMMEDIATELY REMOVED.

5. IN HIGH TRAFFIC AREAS, MARK DRAIN INLET PROTECTION WITH VISIBLE BARRIERS SUCH AS SAFETY

CONES.

6. REMOVE DRAIN INLET PROTECTION AFTER THE SURROUNDING AREA HAS BEEN STABILIZED.

INSTALLATION WITHIN PAVED AREAS

FLOWFLOW

WEIGHTED FIBER ROLL OR

FIBER ROLL WITH GRAVEL

BAGS AS WEIGHTS

NON-WOVEN FILTER

FABRIC SET UNDER DRAIN

INLET

6" (MIN)

OVERLAP

12"

6"

STRUCTURE

BACKFILL PER

INDOT SPEC. 904.05

COMPACTED

BACKFILL

"DIA." DENOTES OUTSIDE

DIAMETER OF PIPE

DIA+12" MIN.

COMPACTED

BACKFILL

12"

STRUCTURE

BACKFILL PER

INDOT SPEC. 904.05

"DIA." DENOTES OUTSIDE

DIAMETER OF PIPEDIA+12" MIN.

IMPROVED PIPE

FOUNDATION

PIPE FOUNDATION & BEDDING IN

POOR SOILS

PIPE FOUNDATION & BEDDING IN

GOOD SOILS

DIA.

DIA.

SCALE:3

PVC PIPE BEDDING

N.T.S.

SITE DETAILS - 5

CS505

LRK EFR

SCALE:8

TYPICAL CROSS SECTION: NEW MEXICO AVE.

N.T.S.

SCALE:1

STORM DRAIN INLET PROTECTION

N.T.S.

KEY NOTES

ASPHALT PAVEMENT SECTION SEE DETAIL 4/CS504

SUBGRADE PREPARATION

GREENSPACE

ROLL CONCRETE CURB AND GUTTER

HEAVY DUTY CONCRETE SIDEWALK SEE DETAIL

9/CS504

FLUSH CURB SEE DETAIL 6/CS504

NOTE:

DIAMETER OF CLEAN-OUT STRUCTURE SHALL BE EQUAL

TO DIAMETER OF THE SEWER PIPE IT IS CONNECTED TO.

TOP SECTION GATE VALVE BOX

WITH COVER MARKED "SEWER"

USE PVC THREADED PLUG

AND COVER

PVC RISER

PVC LONG RADIUS ELBOW

PVC WYE BRANCH

3000 PSI CONCRETE

ENCASEMENT 12" ALL AROUND

SCALE:2

STORM SEWER CLEANOUT

N.T.S.

GASKETED PVC ELBOW

MANUFACTURED SPECIFICALLY FOR

CONVERTING FROM CORRUGATED HDPE TO

PVC. NYLOPLAST FITTING BY HANCOR OR

APPROVED EQUAL

CORRUGATED HDPE

PERFORATED UNDERDRAIN

DRAIN ROCK - SEE SPECIFICATION

SECTION 31 20 00

PRE-CAST CONC. PRE-PLACED CRYPT

TOPSOIL SEE SPECIFICATION SECTION

31 20 00

SELECT FILL. SEE DETAILS AND

SPECIFICATION SECTION 31 20 00

SEE DETAIL ENLARGEMENT ABOVE

LOCATE CLEAN OUT WHERE INDICATED ON UNDER

DRAINAGE PLANS, SEE SHEETS L3.05 & L3.06

1'-6" SQ. CONC. PAD. 6"

DEPTH MIN.

4" PVC RISER,

45° ELBOWS, &

FLUSH MOUNTED CLEANOUT

PLUG

45° PVC ELBOWS (2)

PVC PIPE REDUCER

AS REQUIRED PER PLAN

DETAIL

ENLARGEMENT

1'-6"

SQ.

FINISHED GRADE

18"x18"x6" CONCRETE

PAD OR AS SPECIFIED

CAST IRON CLEANOUT FRAME & COVER

LABELED C.O. OR BLANK, CAST IN CONCRETE

NON-WOVEN CONSTRUCTION GEOSYNTHETIC.

OVERLAP 6" SEAMS UNDER DRAIN ROCK.

FABRIC LOCATED ON TOP OF SUBGRADE.

PVC SCREW CAP, PROVIDE

2" CLEARANCE TO CAST IRON COVER

SCALE:7

DRAINAGE CLEANOUT

N.T.S.

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_ sit e d eta ils .dw g ed it:j fah re nk am p sa ve d:2 /6/

:31

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

SITE DETAILS - 6

CS506

SCALE:1

PROJECT CONSTRUCTION SIGN

N.T.S.

SCALE:2

PROJECT SAFETY SIGN

N.T.S.

5"

1' -0

5"

" M

AX

4' -0

M

IN

3' -0

6"

8'-0" of Veterans Affairs U.S. Department

Gravesite Expansion - Dayton National Cemetery

THIS SPACE FOR

CONTRACTOR'S NAME ONE

OR TWO LINES AS REQUIRED

GENERAL CONTRACTOR9"

M

AX

2"

5" 5"

6' -0 of Veterans Affairs U.S. Department

THIS SPACE FOR

CONTRACTOR'S NAME ONE

OR TWO LINES AS REQUIRED

DESIGNED AND SUPERVISED BY: DEPARTMENT

OF VETERANS AFFAIRS WASHINGTON D.C. AND

ANDERSON ENGINEERING OF MN, LLC

GENERAL CONTRACTOR

ELEVATION

NOT TO SCALE

SECTION ON

NOT TO SCALE

CENTER TO BE WHITE

SURROUNDING

BORDER TO BLUE

BORDER MEMBER

PAINTED BLACK

BACKGROUND

TO BE PAINTED

WHITE

OPTIMA BOLD

STYLE 5" HIGH

LETTERING

METAL FACE

WHITE ENAMEL

2"X4" FRAME AND

BRACE IN BACK

LETTERING TO BE OPTIMA

BOLD STYLE 1 1/2" HIGH

TO BE CENTERED

HORIZONTAL

PAINT BORDER

MEMBER BLACK

ENAMEL

2"X4" FRAME

AND BRACES IN

SAME PLANE

METAL FACE

4"x4" METAL POSTS

PAINTED WHITE

STRETCH METAL FACE TIGHT,

TURN OVER FRAME AND SECURE

WITH FLAT HEAD DEFORMED NAILS

NOTES:

1. ALL LETTERING TO BE PAINTED BLACK WITH EXCEPTION OF PROJECT TITLE WHICH IS TO BE BLUE.

2. ANY SEAM IN METAL TO BE FLAT SEAM - SEAMS TO BE HORIZONTAL AND OCCUR BETWEEN LINES OF LETTERING.

3. TEMPORARY CONSTRUCTION SIGNS TO BE FIELD LOCATED.

VERIFY WITH R.E.

RED

WOOD STRIPS

THE LIFE YOU SAVE MAY BE YOUR OWN

2"

4"

3' -0

"V

AR

IE

S

3' -0

4'-0"

2"

3/ 4"

2"

RED

WOOD STRIPS

THE LIFE YOU SAVE MAY BE YOUR OWN

ELEVATION

NOT TO SCALE

TEMPORARY CONSTRUCTION SIGNS

TO BE FIELD LOCATED.

VERIFY LOCATION WITH RE.

RED

BLUE

BLUE OUTLINE

WITH WHITE

INTERIOR

JOINT

BRACING

BLUE

WHITE

BRACING SEE CONSTRUCTION

SIGN DETAIL THIS SHEET

4"X4" POST

FINISHED GRADE

LRK EFR

6" DIAMETER SCHEDULE 60

STEEL PIPE - GALVANIZED -

FILL PIPE WITH CONCRETE,

PROVIDE FLAT TOP

SAFETY YELLOW PANIT

CONCRETE SURROUND -

SLOPE AWAY FROM

BOLLARD AT 1/4"/FOOT

FINISHED GRADE

CONCRETE FOOTING

GALVANIZED ANCHOR BOLTS &

HEX NUTS. PROVIDE LEVELING

SHIMS OR HEX NUTS.

SCALE:3

PIPE BOLLARD

N.T.S. SCALE:4

EXTERIOR DROP SANITARY MANHOLE

N.T.S.

INSIDE OF MANHOLE

INSIDE OF MANHOLE CONE SHALL BE LINED WITH

GSE STUDLINER OR SPRAY ON LINER AS PER

SECTION 12.09 "SEWER MANHOLE DROP SECTION".

MANHOLE BENCHS AND INVERTS SHALL BE PLASTIC

OR SPRAY ON LINER AS PER SECTION 12.09 "SEWER

MANHOLE DROP SECTION".

DROP SECTION TYPE "A"

UNIT PRICE INCLUDES ELBOW, TEE, CONCRETE

BASE AND SUPPORT INCLUDING CONCRETE.

DROP MH RISER

UNIT PRICE INCLUDES RISER PIPE AND

SUPPORT. PAYMENT FROM INVERT TO INVERT.

NEENAH FRAME AND COVER OR EQUAL,

LETTERED "SANITARY SEWER" OR "STORM

SEWER WITH 2 CONCEALED PICK HOLES

CONCRETE ADJUSTMENT RINGS WITH

FULL BED OF MORTAR BETWEEN EACH.

TOTAL ADJUSTMENT MIN.4" MAX.14".

MANHOLE STEPS, NEENAH R1981N OR

EQUAL, 16" ON CENTER. COPOLYMER

POLYPROPYLENE PLASTIC (PSI-PF) AND

ALUMINUM STEPS APPROVED.

ALL JOINTS IN MANHOLE TO HAVE "O"

RING RUBBER GASKETS.

MINIMUM THICKNESS OF PRECAST BASE

IS 6" FOR 14' DEEP OR LESS, AND

INCREASES 1" IN THICKNESS FOR EVERY

4' OF DEPTH GREATER THAN 14' DEEP.

4'-0"

"A"

5"DIP TEE

SECTION

PRECAST -1/4 BEND INTEGRAL

WITH BASE SECTION

21" 79"

PVC OR DIP

RISER VARIES

VA

R

IE

S

HARD PLASTIC TO DIP

ADAPTER. FERNCO'S

ARE NOT ALLOWED

20" DIP

MIN. OR TO

UNDISTURBED SOIL

4' -0

" S H

O R

TE

R

C O

N E

N O

T

AL

LO

W

ED

"B

27" 7"R1642B

CASTING A B