Bid Drawings Volume 5 of 14_C GRAVESITE_810CM3033 Gravesite Expansion with FCA Deficiencies at Dayton NC.pdf
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- Solicitation number
- 36C78626B0007
About this file
Summary: Dayton National Cemetery Gravesite Expansion - Bid Documents
These are bid documents for the Dayton National Cemetery Gravesite Expansion project, issued by the U.S. Department of Veterans Affairs Office of Design and Construction Services. The project, identified as Drawing Number 810-CM3-033, involves the design and construction of burial gravesite infrastructure at 4400 W Third Street, Dayton, Ohio 45428. The documents were issued on February 5, 2026, and prepared by Anderson Engineering of Minnesota, LLC (Project #18125). The project encompasses multiple burial sections with varying gravesite types and configurations, including Traditional gravesites (Section 33A with 82 total spaces at 5'-0" x 10'-0" per plot), In-Ground Cremains (Section 45 with 2,472 spaces at 4'-0" x 4'-0" per plot), and Pre-Placed Crypts in Sections 48, 49, 50, 51, and 52 with varying capacities (ranging from 883 to 2,109 spaces per section at 3'-0" x 8'-0" per plot).
The contractor is responsible for obtaining all necessary construction permits prior to commencing work and must notify appropriate utility companies of all work activities. The project requires compliance with architectural and engineering specifications detailed across multiple drawings, including gravesite layout plans, numbering plans, and comprehensive crypt installation details with drainage and underdrain specifications. Key construction requirements include installation of gravesite grid monuments, section markers, flower watering stations, landscape restoration, and irrigation systems. All field discrepancies between drawings and actual site conditions must be reported to and approved by the Senior Resident Engineer before proceeding. Installation must follow manufacturer recommendations and approved details, with all elements installed to specified tolerances for proper gravesite spacing and monument placement.
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33A
PT ID
NORTHING
640300.96
640360.96
640300.96
640360.96
640360.96
EASTING
1474147.98
1474147.98
1474107.98
1474107.98
1474057.98
SECTION 33A GRID MONUMENTS
PT ID
A
B
NORTHING
640292.48
640286.99
EASTING
1474057.98
1474157.99
A
B
6 4 2
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 b ur ial s.d wg e dit
:bn or he im s av ed
:2/
/20
:53
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'
GRAVESITE PLAN - TRAD SECTION 33A
CB101
LEGEND
CONSTRUCTION LIMITS
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
OHIO
A
VENUE
MICHIGAN AVENUE
EXISTING PATH / TRAIL
EXISTING
LANDSCAPE BED
SCALE:1
GRAVESITE PLAN - TRAD SECTION 33A
1"=10'
50.0' 40.0'
.0
## SECTION NUMBER
KEY NOTES
1 GRAVESITE GRID MONUMENT. SEE 7/CS501
SECTION MARKER. SEE 1/CS501
FLOWER WATERING STATION. SEE
DETAILS 1,2,3/ CS502
1. THE GRAVE PLOT LAYOUT PATTERN IS A
5'-0" X 10'-0" INDIVIDUAL SPACE. SEE
DETAIL 7/CS501.
2. CONTRACTOR SHALL CONTACT THE
SENIOR RESIDENT ENGINEER
REGARDING ANY DISCREPANCIES
BETWEEN FIELD CONDITIONS AND PLANS
PRIOR TO PROCEEDING WITH WORK.
THE WRITTEN DIMENSION SHALL
SUPERSEDE THE DRAWN DIMENSION.
ALL FIELD ADJUSTMENTS MUST BE
APPROVED BY THE SENIOR RESIDENT
ENGINEER PRIOR TO INSTALLATION. SEE
DETAIL 1/CS501.
3. IF DISCREPANCIES OCCUR IN FIELD
BETWEEN THIS SET OF DRAWINGS AND
FIELD CONDITIONS, THE CONTRACTOR
SHALL CONTACT THE SENIOR RESIDENT
ENGINEER TO REVIEW PRIOR TO
CONSTRUCTION. SEE DETAILS ON CS502.
4. ALL ELEMENTS TO BE INSTALLED PER
PLAN DETAILS AND MANUFACTURER'S
RECOMMENDATION.
5. CONTRACTOR RESPONSIBLE FOR
OBTAINING ALL NECESSARY
CONSTRUCTION PERMITS TO CARRY
OUT ENTIRE PROJECT. PERMITS SHALL
BE IN PLACE PRIOR TO ANY
CONSTRUCTION ACTIVITIES. NOTIFY
APPROPRIATE UTILITY COMPANY OF ANY
AND ALL WORK.
GRAVESITE LAYOUT NOTES -
GENERAL
10.0'
5.
0'
BJNLRK
SECTION 33A SECTION MARKERS
33A
32 2
31 21 10
22 11
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 b ur ial s.d wg e dit
:m mi lle r sa ve d:1
/30 /20
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'
GRAVESITE NUMBERING PLAN - TRAD
SECTION 33A
CB102
LEGEND
CONSTRUCTION LIMITS
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
MICHIGAN AVENUE
EXISTING PATH / TRAIL
EXISTING
LANDSCAPE BED
SCALE:1
GRAVESITE NUMBERING PLAN - TRAD SECTION 33A
1"=10'
OHIO
A
VENUE
## SECTION NUMBER
42MAMLRK
GRAVESITE - SPACE YIELD
SECTION 33A
TRADITIONAL
GRAVESITES 82
TOTAL
GRAVESITES 82
PT ID
NORTHING
640551.78
640552.20
640511.79
640512.20
640512.62
640513.04
640471.79
640472.21
640472.62
640473.04
640473.46
640431.79
640432.21
640432.63
640433.04
640433.46
640433.88
640391.79
640392.21
640392.63
640393.05
640393.46
640393.88
640351.79
640352.21
640352.63
640353.05
640353.47
640311.79
640312.21
640312.63
640313.05
640271.80
640272.21
640272.63
EASTING
1474648.20
1474604.20
1474647.82
1474603.82
1474559.82
1474515.82
1474647.44
1474603.44
1474559.44
1474515.44
1474471.45
1474647.06
1474603.06
1474559.06
1474515.06
1474471.07
1474427.07
1474646.68
1474602.68
1474558.68
1474514.68
1474470.69
1474426.69
1474646.30
1474602.30
1474558.30
1474514.30
1474470.31
1474645.92
1474601.92
1474557.92
1474513.92
1474645.54
1474601.54
1474557.54
SECTION 45 GRID MONUMENTS
PT ID
A
B
NORTHING
640572.80
640417.91
EASTING
1474646.40
1474423.92
SECTION 45 SECTION MARKERS
7891011
121314151617
1819212223
2425262728
29303132
A
B
333435
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 b ur ial s.d wg e dit
:bn or he im s av ed
:2/
/20
:53
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 20' 40'
GRAVESITE PLAN - IGC SECTION 45
CB103
PE
N
N
SY
LV
AN
IA
A
VE
N
U
EOHIO
AVENUE
EXISTING
SECTION 46
EXISTING
SECTION 31
EXISTING
SECTION 30
SCALE:1
GRAVESITE PLAN - IGC SECTION 45
1"=20'
KEY NOTES
1. THE GRAVE PLOT LAYOUT PATTERN IS A
4'-0" X 4-0" INDIVIDUAL SPACE. SEE
DETAILS.
2. CONTRACTOR SHALL CONTACT THE
SENIOR RESIDENT ENGINEER
REGARDING ANY DISCREPANCIES
BETWEEN FIELD CONDITIONS AND PLANS
PRIOR TO PROCEEDING WITH WORK.
THE WRITTEN DIMENSION SHALL
SUPERSEDE THE DRAWN DIMENSION.
ALL FIELD ADJUSTMENTS MUST BE
APPROVED BY THE SENIOR RESIDENT
ENGINEER PRIOR TO INSTALLATION.
3. IF DISCREPANCIES OCCUR IN FIELD
BETWEEN THIS SET OF DRAWINGS AND
FIELD CONDITIONS, THE CONTRACTOR
SHALL CONTACT THE SENIOR RESIDENT
ENGINEER TO REVIEW PRIOR TO
CONSTRUCTION.
4. ALL ELEMENTS TO BE INSTALLED PER
PLAN DETAILS AND MANUFACTURER'S
RECOMMENDATION.
5. CONTRACTOR RESPONSIBLE FOR
OBTAINING ALL NECESSARY
CONSTRUCTION PERMITS TO CARRY
OUT ENTIRE PROJECT. PERMITS SHALL
BE IN PLACE PRIOR TO ANY
CONSTRUCTION ACTIVITIES. NOTIFY
APPROPRIATE UTILITY COMPANY OF ANY
AND ALL WORK.
GRAVESITE LAYOUT NOTES -
GENERAL
LEGEND
CONSTRUCTION LIMITS
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
## SECTION NUMBER
6.5'
BJNLRK
EXISTING SIDEWALK
4.0'
(TYP.)
4.
0'
(T
YP
44.0'
(TYP.)
.0
(T
YP
1 GRAVESITE GRID MONUMENT. SEE 7/CS501
SECTION MARKER. SEE 1/CS501
FLOWER WATERING STATION. SEE
DETAILS 1,2,3/ CS502
REPLACE CONCRETE SIDEWALK AND
CURB AND GUTTER FOLLOWING
REMOVAL OF ROCK CONSTRUCTION
ENTRANCE WITH LIGHT DUTY
CONCRETE PAVEMENT
12131415 24252627
37 36
29 28
949596
212223
3132333435
41424344454647
545556575859606162
68697071727374757677
84858687888990919293
5A
8 7 6 5910
181920
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 b ur ial s.d wg e dit
:m mi lle r sa ve d:1
/30 /20
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 20' 40'
GRAVESITE NUMBERING PLAN - IGC
SECTION 45
CB104
PE
N
N
SY
LV
AN
IA
A
VE
N
U
EOHIO
AVENUE
EXISTING
SECTION 46
EXISTING
SECTION 31
EXISTING
SECTION 30
SCALE:1
GRAVESITE NUMBERING PLAN - IGC SECTION 45
1"=20'
LEGEND
CONSTRUCTION LIMITS
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
## SECTION NUMBER
MAMLRK
GRAVESITE - SPACE YIELD
SECTION 45
IN-GROUND
CREMAINS 2472
TOTAL
GRAVESITES 2472
A
PT ID
NORTHING
640813.31
640777.31
640738.31
640813.31
640777.31
640738.31
640699.31
640660.31
640813.31
640777.31
640738.31
640699.31
640660.31
640777.31
640738.31
640699.31
640660.31
640777.31
640738.31
640699.31
640660.31
EASTING
1474991.09
1474991.09
1474991.09
1475039.09
1475039.09
1475039.09
1475039.09
1475039.09
1475087.09
1475087.09
1475087.09
1475087.09
1475087.09
1475135.09
1475135.09
1475135.09
1475135.09
1475183.09
1475183.09
1475183.09
1475183.09
SECTION 52 GRID MONUMENTS
PT ID
A
B
NORTHING
640813.31
640660.31
EASTING
1474950.83
1475034.09
SECTION 52 SECTION MARKERS
PT ID
NORTHING
640660.31
640699.31
640738.31
640777.31
640813.31
640660.31
640699.31
640738.31
640777.31
640813.31
640660.31
640699.31
640738.31
640777.31
640813.31
EASTING
1475478.77
1475478.77
1475478.77
1475478.77
1475478.77
1475430.77
1475430.77
1475430.77
1475430.77
1475430.77
1475382.77
1475382.77
1475382.77
1475382.77
1475382.77
SECTION 48 GRID MONUMENTS
PT ID
A
B
NORTHING
640660.31
640813.31
EASTING
1475483.77
1475491.60
SECTION 48 SECTION MARKER
640660.31
640699.31
640738.31
640777.31
640813.31
640660.31
640699.31
640738.31
640777.31
640813.31
640660.31
640699.31
640738.31
640777.31
640813.31
1475334.77
1475334.77
1475334.77
1475334.77
1475334.77
1475286.77
1475286.77
1475286.77
1475286.77
1475286.77
1475238.77
1475238.77
1475238.77
1475238.77
1475238.77
B A
BA
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 b ur ial s.d wg e dit
:bn or he im s av ed
:2/
/20
:53
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 20' 40'
GRAVESITE PLAN - PPC SECTIONS 48 & 52
CB105
EXISTING
SECTION
EXISTING
SECTION 42 EXISTING
SECTION
EXISTING
SECTION 28
PE
N
N
SY
LV
AN
IA
A
VE
N
U E
NEW MEXICO
PLACE
NEW
MEXICO PLACE
20.0''
(TYP.)
24.0''
(TYP.)
SCALE:1
GRAVESITE PLAN - PPC SECTIONS 48 & 52
1"=20'
48.0'
(TYP.)
48.0'
(TYP.)
.0
(T
YP
.0
(T
YP
KEY NOTES
1. THE GRAVE PLOT LAYOUT PATTERN IS A
3'-0" X 8'-0" INDIVIDUAL SPACE. SEE
DETAILS.
2. CONTRACTOR SHALL CONTACT THE
SENIOR RESIDENT ENGINEER
REGARDING ANY DISCREPANCIES
BETWEEN FIELD CONDITIONS AND PLANS
PRIOR TO PROCEEDING WITH WORK.
THE WRITTEN DIMENSION SHALL
SUPERSEDE THE DRAWN DIMENSION.
ALL FIELD ADJUSTMENTS MUST BE
APPROVED BY THE SENIOR RESIDENT
ENGINEER PRIOR TO INSTALLATION.
3. IF DISCREPANCIES OCCUR IN FIELD
BETWEEN THIS SET OF DRAWINGS AND
FIELD CONDITIONS, THE CONTRACTOR
SHALL CONTACT THE SENIOR RESIDENT
ENGINEER TO REVIEW PRIOR TO
CONSTRUCTION.
4. ALL ELEMENTS TO BE INSTALLED PER
PLAN DETAILS AND MANUFACTURER'S
RECOMMENDATION.
5. CONTRACTOR RESPONSIBLE FOR
OBTAINING ALL NECESSARY
CONSTRUCTION PERMITS TO CARRY
OUT ENTIRE PROJECT. PERMITS SHALL
BE IN PLACE PRIOR TO ANY
CONSTRUCTION ACTIVITIES. NOTIFY
APPROPRIATE UTILITY COMPANY OF ANY
AND ALL WORK.
GRAVESITE LAYOUT NOTES -
GENERAL
EXISTING PERIMETER
ORNAMENTAL FENCE
LEGEND
CONSTRUCTION LIMITS
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
## SECTION NUMBER
BJNLRK
EXISTING GRAVEL
ACCESS ROAD
8.0'
EXISTING
CONCRETE PAD
10.0'
.0
8.0'
(TYP.)
3.
0'
(T
YP
1 GRAVESITE GRID MONUMENT. SEE 7/CS501
SECTION MARKER. SEE 1/CS501
FLOWER WATERING STATION. SEE
DETAILS 1,2,3/ CS501
PERIMETER CRYPTS
A
883847811775739700661621581540499457415372329285
871835799763727688649609569528487445403360317273230192159
85982378775171567663759755751647543339134830526121818014711691
665A
125910615320024729434138843548252957662367071776481185890595299910461093114011871234128113281375
2471118165212259306353400447494541588635682729776823870917964101110581105115211991246129313401387
3683130177224271318365412459506553600647694741788835882929976102310701117116412111258130513521399
665A
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 b ur ial s.d wg e dit
:m mi lle r sa ve d:1
/30 /20
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 20' 40'
GRAVESITE NUMBERING PLAN - PPC
SECTIONS 48 & 52
CB106
EXISTING
SECTION
EXISTING
SECTION 42 EXISTING
SECTION
EXISTING
SECTION 28
PE
N
N
SY
LV
AN
IA
A
VE
N
U E
NEW MEXICO
PLACE
NEW
MEXICO PLACE
SCALE:1
GRAVESITE NUMBERING PLAN - PPC SECTIONS 48 & 52
1"=20'
LEGEND
CONSTRUCTION LIMITS
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
## SECTION NUMBER
MAMLRK
GRAVESITE - SPACE YIELD
SECTION 52 SECTION 48
PRE-PLACED
CRYPTS 883 1421
TOTAL
GRAVESITES 883 1421
A
B
A
D
B
4914192429
51118
C
PT ID
NORTHING
640507.31
640555.31
640603.31
640651.31
640462.31
640507.31
640555.31
640603.31
640651.31
640462.31
640507.31
640555.31
640603.31
640651.31
640462.31
640507.31
640555.31
640603.31
EASTING
1475478.77
1475478.77
1475478.77
1475478.77
1475430.77
1475430.77
1475430.77
1475430.77
1475430.77
1475382.77
1475382.77
1475382.77
1475382.77
1475382.77
1475334.77
1475334.77
1475334.77
1475334.77
640651.31
640462.31
640507.31
640555.31
640603.31
640651.31
640462.31
640507.31
640555.31
640603.31
640651.31
1475334.77
1475286.77
1475286.77
1475286.77
1475286.77
1475286.77
1475238.77
1475238.77
1475238.77
1475238.77
1475238.77
PT ID
A
B
NORTHING
640651.31
640462.31
EASTING
1475483.77
1475470.77
PT ID
NORTHING
640354.31
640402.31
640447.31
640306.31
640354.31
640402.31
640447.31
640306.31
640354.31
640402.31
640447.31
640258.31
640306.31
640354.31
640402.31
640447.31
640258.31
640306.31
640354.31
640402.31
640447.31
EASTING
1475430.77
1475430.77
1475430.77
1475382.77
1475382.77
1475382.77
1475382.77
1475334.77
1475334.77
1475334.77
1475334.77
1475286.77
1475286.77
1475286.77
1475286.77
1475286.77
1475238.77
1475238.77
1475238.77
1475238.77
1475238.77
PT ID
A
B
C
D
NORTHING
640447.31
640354.31
640323.81
640235.48
EASTING
1475470.77
1475475.77
1475430.77
1475238.77
SECTION 49 GRID MONUMENTS
SECTION 49 SECTION MARKERS
SECTION 50 GRID MONUMENTS
SECTION 50 SECTION MARKERS
A
B A
E
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 b ur ial s.d wg e dit
:bn or he im s av ed
:2/
/20
:53
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 20' 40'
GRAVESITE PLAN - PPC SECTION 49 & 50
CB107
W
IS
C O
N
SI
N A
VE
N
U E
KE
N
ES
AW
A
VE
N U
E
NEW MEXICO PLACE
N
EW
M
EX
IC
O
P
LA
C E
EX
IS
TI
N
G
VA
M
ED
IC
AL
C
EN
TE
R G
AR
AG
E
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
IRRIGATION
PUMP HOUSE
SO
U
TH
G
ET
TY
SB
U
R G
A
VE
N U
E
SO
U
TH
G
ET
TY
SB
U R
G A
VE
N
U E
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
HOUSE
20.0''
(TYP.)
24.0''
(TYP.)
SCALE:1
GRAVESITE PLAN - PPC SECTION 49 & 50
1"=20'
48.0'
(TYP.)
.0
(T
YP
.0
(T
YP
KEY NOTES
1. THE GRAVE PLOT LAYOUT PATTERN IS A
3'-0" X 8-0" INDIVIDUAL SPACE. SEE
DETAILS.
2. CONTRACTOR SHALL CONTACT THE
SENIOR RESIDENT ENGINEER
REGARDING ANY DISCREPANCIES
BETWEEN FIELD CONDITIONS AND PLANS
PRIOR TO PROCEEDING WITH WORK.
THE WRITTEN DIMENSION SHALL
SUPERSEDE THE DRAWN DIMENSION.
ALL FIELD ADJUSTMENTS MUST BE
APPROVED BY THE SENIOR RESIDENT
ENGINEER PRIOR TO INSTALLATION.
3. IF DISCREPANCIES OCCUR IN FIELD
BETWEEN THIS SET OF DRAWINGS AND
FIELD CONDITIONS, THE CONTRACTOR
SHALL CONTACT THE SENIOR RESIDENT
ENGINEER TO REVIEW PRIOR TO
CONSTRUCTION.
4. ALL ELEMENTS TO BE INSTALLED PER
PLAN DETAILS AND MANUFACTURER'S
RECOMMENDATION.
5. CONTRACTOR RESPONSIBLE FOR
OBTAINING ALL NECESSARY
CONSTRUCTION PERMITS TO CARRY
OUT ENTIRE PROJECT. PERMITS SHALL
BE IN PLACE PRIOR TO ANY
CONSTRUCTION ACTIVITIES. NOTIFY
APPROPRIATE UTILITY COMPANY OF ANY
AND ALL WORK.
GRAVESITE LAYOUT NOTES -
GENERAL
EXISTING PERIMETER
ORNAMENTAL FENCE
LEGEND
CONSTRUCTION LIMITS
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
## SECTION NUMBER
25.0'
8.0'
(TYP.)
3.
0'
(T
YP
BJNLRK
25.6'
.0
1 GRAVESITE GRID MONUMENT. SEE 7/CS501
SECTION MARKER. SEE 1/CS501
FLOWER WATERING STATION. SEE
DETAILS 1,2,3/ CS502
.0
.0
665A
106165
224283
342401
460519
578637
696755
814873
932991
10501109
11681227
12861345
14041463
15221581
16401699
12421306 117912431307 118012441308
1118118112451309 1119118212461310
99910581120118312471311 941100010591121118412481312 942100110601122118512491313
885943100210611123118612501314 830886944100310621124118712511315 831887945100410631125118812521316
777832888946100510641126118912531317 725778833889947100610651127119012541318 726779834890948100710661128119112551319
675727780835891949100810671129119212561320 626676728781836892950100910681130119312571321 627677729782837893951101010691131119412581322
579628678730783838894952101110701132119512591323 533580629679731784839895953101210711133119612601324 534581630680732785840896954101310721134119712611325
361404
320362405 280321363406
241281322364407 203242282323365408
166204243283324366409 130167205244284325367410
95131168206245285326368411 6196132169207246286327369412
286297133170208247287328370413 1296398134171209248288329371414 2306499135172210249289330372415
665A
1781 1708
265 181 101 266 182 102 267 183 103 268 184 104 269 185 105 270 186 106 271 187 107 272 188 108 273 189 109 274 190 110 275 191 276 192
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 b ur ial s.d wg e dit
:m mi lle r sa ve d:1
/30 /20
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 20' 40'
GRAVESITE NUMBERING PLAN - PPC
SECTIONS 49 & 50
CB108
W
IS
C O
N
SI
N A
VE
N
U E
KE
N
ES
AW
A
VE
N U
E
NEW MEXICO PLACE
N
EW
M
EX
IC
O
P
LA
C E
EX
IS
TI
N
G
VA
M
ED
IC
AL
C
EN
TE
R G
AR
AG
E
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
HOUSE
SO
U
TH
G
ET
TY
SB
U
R G
A
VE
N U
E
SO
U
TH
G
ET
TY
SB
U R
G A
VE
N
U E
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
HOUSE
SCALE:1
GRAVESITE NUMBERING PLAN - PPC SECTIONS 49 & 50
1"=20'
LEGEND
CONSTRUCTION LIMITS
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
## SECTION NUMBER
MAMLRK
GRAVESITE - SPACE YIELD
SECTION 49 SECTION 50
PRE-PLACED
CRYPTS 1713 1369
TOTAL
GRAVESITES 1713 1369
D
B
51118
C
PT ID
A
B
C
D
E
NORTHING
640251.51
640071.51
639996.43
640196.03
640288.24
EASTING
1475483.77
1475491.77
1475268.97
1475265.76
1475430.69
SECTION 51 SECTION MARKERS
PT ID
NORTHING
640071.51
640116.51
640161.51
640206.51
640251.51
640026.51
640071.51
640116.51
640161.51
640206.51
640251.51
639981.51
640026.51
640071.51
640116.51
640161.51
640206.51
640251.51
639981.51
640026.51
EASTING
1475478.77
1475478.77
1475478.77
1475478.77
1475478.77
1475430.77
1475430.77
1475430.77
1475430.77
1475430.77
1475430.77
1475382.77
1475382.77
1475382.77
1475382.77
1475382.77
1475382.77
1475382.77
1475334.77
1475334.77
640071.51
640116.51
640161.51
640206.51
640026.51
640071.51
640116.51
640161.51
640206.51
1475334.77
1475334.77
1475334.77
1475334.77
1475286.77
1475286.77
1475286.77
1475286.77
1475286.77
SECTION 51 GRID MONUMENTS
A
B
D
C
E
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 b ur ial s.d wg e dit
:bn or he im s av ed
:2/
/20
:53
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 20' 40'
GRAVESITE PLAN - PPC SECTION 51
CB109
N
EW
M
EX
IC
O
P
LA
C E
NEW MEXICO PLACE
SO
U
TH
G
ET
TY
SB
U
R G
A
VE
N U
E
20.0''
(TYP.)
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
FACILITY
EXISTING
VA MEDICAL CENTER
BUILDING
W
IS
C O
N
SI
N A
VE
N
U E
KE
N
ES
AW
A
VE
N U
E
EXISTING
VA MEDICAL CENTER
PARKING LOT
24.0''
(TYP.)
SCALE:1
GRAVESITE PLAN - PPC SECTION 51
1"=20'
40.5'
.0
(T
YP
48.0'
(TYP.)
KEY NOTES
1. THE GRAVE PLOT LAYOUT PATTERN IS A
3'-0" X 8-0" INDIVIDUAL SPACE. SEE
DETAILS.
2. CONTRACTOR SHALL CONTACT THE
SENIOR RESIDENT ENGINEER
REGARDING ANY DISCREPANCIES
BETWEEN FIELD CONDITIONS AND PLANS
PRIOR TO PROCEEDING WITH WORK.
THE WRITTEN DIMENSION SHALL
SUPERSEDE THE DRAWN DIMENSION.
ALL FIELD ADJUSTMENTS MUST BE
APPROVED BY THE SENIOR RESIDENT
ENGINEER PRIOR TO INSTALLATION.
3. IF DISCREPANCIES OCCUR IN FIELD
BETWEEN THIS SET OF DRAWINGS AND
FIELD CONDITIONS, THE CONTRACTOR
SHALL CONTACT THE SENIOR RESIDENT
ENGINEER TO REVIEW PRIOR TO
CONSTRUCTION.
4. ALL ELEMENTS TO BE INSTALLED PER
PLAN DETAILS AND MANUFACTURER'S
RECOMMENDATION.
5. CONTRACTOR RESPONSIBLE FOR
OBTAINING ALL NECESSARY
CONSTRUCTION PERMITS TO CARRY
OUT ENTIRE PROJECT. PERMITS SHALL
BE IN PLACE PRIOR TO ANY
CONSTRUCTION ACTIVITIES. NOTIFY
APPROPRIATE UTILITY COMPANY OF ANY
AND ALL WORK.
GRAVESITE LAYOUT NOTES -
GENERAL
LEGEND
CONSTRUCTION LIMITS
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
## SECTION NUMBER
8.0'
(TYP.)
3.
0'
(T
YP
BJNLRK
1 GRAVESITE GRID MONUMENT. SEE 7/CS501
SECTION MARKER. SEE 1/CS501
FLOWER WATERING STATION. SEE
DETAILS 1,2,3/ CS501
12421306 117912431307 118012441308
1118118112451309 1119118212461310
99910581120118312471311 941100010591121118412481312 942100110601122118512491313
885943100210611123118612501314 830886944100310621124118712511315 831887945100410631125118812521316
777832888946100510641126118912531317 725778833889947100610651127119012541318 726779834890948100710661128119112551319
675727780835891949100810671129119212561320 626676728781836892950100910681130119312571321 627677729782837893951101010691131119412581322
579628678730783838894952101110701132119512591323 533580629679731784839895953101210711133119612601324 534581630680732785840896954101310721134119712611325
361404
320362405 280321363406
241281322364407 203242282323365408
166204243283324366409 130167205244284325367410
95131168206245285326368411 6196132169207246286327369412
286297133170208247287328370413 1296398134171209248288329371414 2306499135172210249289330372415
89398210691323 11551239 715983 804894
626895 716805 717806 627 718 538628
539629 450 630 451540
452541 363 453542 364
365454 277 366455 278 367456 279
280368 193 281369 194
282 111 114198
36116 37117 38118
12401484 1405 1324 1156 1070 11571637 1562 1485 1406 1325 1241 1071 984
10721852 1782 1711 1638 1563 1486 1407 1326 1242 1158 985 896 9861985 1919 1853 1783 1712 1639 1564 1487 1408 1327 1243 1159 1073 897 807
8981986 1920 1854 1784 1713 1640 1565 1488 1409 1328 1244 1160 1074 987 808 719 8991987 1921 1855 1785 1714 1641 1566 1489 1410 1329 1245 1161 1075 988 809 720
8102050 1988 1922 1856 1786 1715 1642 1567 1490 1411 1330 1246 1162 1076 989 900 721 631 8112051 1989 1923 1857 1787 1716 1643 1568 1491 1412 1331 1247 1163 1077 990 901 722 632
7232052 1990 1924 1858 1788 1717 1644 1569 1492 1413 1332 1248 1164 1078 991 902 812 633 543 7242053 1991 1925 1859 1789 1718 1645 1570 1493 1414 1333 1249 1165 1079 992 903 813 634 544
6352054 1992 1926 1860 1790 1719 1646 1571 1494 1415 1334 1250 1166 1080 993 904 814 725 545 6362055 1993 1927 1861 1791 1720 1647 1572 1495 1416 1335 1251 1167 1081 994 905 815 726 546 457
5472056 1994 1928 1862 1792 1721 1648 1573 1496 1417 1336 1252 1168 1082 995 906 816 727 637 458
5482057 1995 1929 1863 1793 1722 1649 1574 1497 1418 1337 1253 1169 1083 996 907 817 728 638 459 370 2058 1996 1930 1864 1794 1723 1650 1575 1498 1419 1338 1254 1170 1084 997 908 818 729 639 549 460 371 283 2059 1997 1931 1865 1795 1724 1651 1576 1499 1420 1339 1255 1171 1085 998 909 819 730 640 550 461 372 284 2060 1998 1932 1866 1796 1725 1652 1577 1500 1421 1340 1256 1172 1086 999 910 820 731 641 551 462 373 285
1992061 1999 1933 1867 1797 1726 1653 1578 1501 1422 1341 1257 1173 1087 1000 911 821 732 642 552 463 374 286 2002062 2000 1934 1868 1798 1727 1654 1579 1502 1423 1342 1258 1174 1088 1001 912 822 733 643 553 464 375 287 2012063 2001 1935 1869 1799 1728 1655 1580 1503 1424 1343 1259 1175 1089 1002 913 823 734 644 554 465 376 288 2022064 2002 1936 1870 1800 1729 1656 1581 1504 1425 1344 1260 1176 1090 1003 914 824 735 645 555 466 377 289 2032065 2003 1937 1871 1801 1730 1657 1582 1505 1426 1345 1261 1177 1091 1004 915 825 736 646 556 467 378 290 2042066 2004 1938 1872 1802 1731 1658 1583 1506 1427 1346 1262 1178 1092 1005 916 826 737 647 557 468 379 291 120 2052067 2005 1939 1873 1803 1732 1659 1584 1507 1428 1347 1263 1179 1093 1006 917 827 738 648 558 469 380 292 121 2062068 2006 1940 1874 1804 1733 1660 1585 1508 1429 1348 1264 1180 1094 1007 918 828 739 649 559 470 381 293 122 2072069 2007 1941 1875 1805 1734 1661 1586 1509 1430 1349 1265 1181 1095 1008 919 829 740 650 560 471 382 294 123 2082070 2008 1942 1876 1806 1735 1662 1587 1510 1431 1350 1266 1182 1096 1009 920 830 741 651 472 383 295 124
452071 2009 1943 1877 1807 1736 1663 1588 1511 1432 1351 1267 1183 1097 1010 921 831 742 652 562 473 384 296 125 210 462072 2010 1944 1878 1808 1737 1664 1589 1512 1433 1352 1268 1184 1098 1011 922 832 743 653 563 474 385 297 126 211 472073 2011 1945 1879 1809 1738 1665 1590 1513 1434 1353 1269 1185 1099 1012 923 833 744 654 564 475 386 298 127 212 482074 2012 1946 1880 1810 1739 1666 1591 1514 1435 1354 1270 1186 1100 1013 924 834 745 655 565 476 387 299 128 213 492075 2013 1947 1881 1811 1740 1667 1592 1515 1436 1355 1271 1187 1101 1014 925 835 746 656 566 477 388 300 129 214 502076 2014 1948 1882 1812 1741 1668 1593 1516 1437 1356 1272 1188 1102 1015 926 836 747 657 567 478 389 301 130 215 512077 2015 1949 1883 1813 1742 1669 1594 1517 1438 1357 1273 1189 1103 1016 927 837 748 658 568 479 390 302 131 216 522078 2016 1950 1884 1814 1743 1670 1595 1518 1439 1358 1274 1190 1104 1017 928 838 749 659 569 480 391 303 132 217 532079 2017 1951 1885 1815 1744 1671 1596 1519 1440 1359 1275 1191 1105 1018 929 839 750 660 570 481 392 304 133 218 13542080 2018 1952 1886 1816 1745 1672 1597 1520 1441 1360 1276 1192 1106 1019 930 840 751 661 571 482 393 305 134 219 14552081 2019 1953 1887 1817 1746 1673 1598 1521 1442 1361 1277 1193 1107 1020 931 841 752 662 572 483 394 306 135 220 15562082 2020 1954 1888 1818 1747 1674 1599 1522 1443 1362 1278 1194 1108 1021 932 842 753 663 573 484 395 307 136 221 16572083 2021 1955 1889 1819 1748 1675 1600 1523 1444 1363 1279 1195 1109 1022 933 843 754 664 574 485 396 308 137 222 172084 2022 1956 1890 1820 1749 1676 1601 1524 1445 1364 1280 1196 1110 1023 934 844 755 665 575 486 397 309 138
592085 2023 1957 1891 1821 1750 1677 1602 1525 1446 1365 1281 1197 1111 1024 935 845 756 665A 576 487 398 310 139 602086 2024 1958 1892 1822 1751 1678 1603 1526 1447 1366 1282 1198 1112 1025 936 846 757 667 577 488 399 311 224 140 612087 2025 1959 1893 1823 1752 1679 1604 1527 1448 1367 1283 1199 1113 1026 937 847 758 668 578 489 400 312 225 141 622088 2026 1960 1894 1824 1753 1680 1605 1528 1449 1368 1284 1200 1114 1027 938 848 759 669 579 490 401 313 226 142 632089 2027 1961 1895 1825 1754 1681 1606 1529 1450 1369 1285 1201 1115 1028 939 849 760 670 580 491 402 314 227 143 642090 2028 1962 1896 1826 1755 1682 1607 1530 1451 1370 1286 1202 1116 1029 940 850 761 671 581 492 403 315 228 144 652091 2029 1963 1897 1827 1756 1683 1608 1531 1452 1371 1287 1203 1117 1030 941 851 762 672 582 493 404 316 229 145 662092 2030 1964 1898 1828 1757 1684 1609 1532 1453 1372 1288 1204 1118 1031 942 852 763 673 583 494 405 317 230 146 672093 2031 1965 1899 1829 1758 1685 1610 1533 1454 1373 1289 1205 1119 1032 943 853 764 674 584 495 406 318 231 147 682094 2032 1966 1900 1830 1759 1686 1611 1534 1455 1374 1290 1206 1120 1033 944 854 765 675 585 496 407 319 232 148 692095 2033 1967 1901 1831 1760 1687 1612 1535 1456 1375 1291 1207 1121 1034 945 855 766 676 586 497 408 320 233 149 702096 2034 1968 1902 1832 1761 1688 1613 1536 1457 1376 1292 1208 1122 1035 946 856 767 677 587 498 409 321 234 150 712097 2035 1969 1903 1833 1762 1689 1614 1537 1458 1377 1293 1209 1123 1036 947 857 768 678 588 499 410 322 235 151
2098 2036 1970 1904 1834 1763 1690 1615 1538 1459 1378 1294 1210 1124 1037 948 858 769 679 589 500 411 323 236 152
732099
871849
1781 1708
265 181 101 266 182 102 267 183 103 268 184 104 269 185 105 270 186 106 271 187 107 272 188 108 273 189 109 274 190 110 275 191 276 192
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 b ur ial s.d wg e dit
:m mi lle r sa ve d:1
/30 /20
2:
P
M
U.S. Department of Veterans Affairs
B
C
D
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F
A
B
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D
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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'
GRAVESITE NUMBERING PLAN - PPC
SECTION 51
CB110
N
EW
M
EXIC
O
PLAC
E
NEW MEXICO PLACE
SO
U
TH
G
ET
TY
SB
U
R G
A
VE
N U
E
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
HOUSE
EXISTING
VA MEDICAL CENTER
FACILITY
EXISTING
VA MEDICAL CENTER
BUILDING
W
IS
C O
N
SI
N A
VE
N
U E
KE
N
ES
AW
A
VE
N U
E
EXISTING
VA MEDICAL CENTER
PARKING LOT
SCALE:1
GRAVESITE NUMBERING PLAN - PPC SECTION 51
1"=20'
LEGEND
CONSTRUCTION LIMITS
HEADSTONE MARKER DIRECTION
GRAVESITE GRID MONUMENT SEE
DETAIL 7/CS501
SECTION MARKER SEE DETAIL
1/CS501
## SECTION NUMBER
BJNLRK
GRAVESITE - SPACE YIELD
SECTION 51
PRE-PLACED
CRYPTS 2109
TOTAL
GRAVESITES 2109
CRYPT DETAILS - 1
CB501
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_ cry pt de tai ls.
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U.S. Department of Veterans Affairs
B
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D
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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
EQUAL
EQ
PLAN VIEW
EQ
EQ
15" (TYP)
EQUAL
18"
MIN.
4" THICK CONC. LID1'-6"
4"
90"
LIFTING LUG
2"
2"
#3 REBAR @ 101
2" O.C.
BOTH WAYS
PAINT GRAVE # ON LID AT HEAD
OF GRAVE; 12" HIGH NUMBERS
(MIN.)
H
EA
D O
F G
R
AV
E
34"
90"
1'-6"
4"
4"
TYP.
LIFTING HANDLE
90"
86"
CASKET REST 3 4"
MIN. HEIGHT
4"
4"Ø (AT BOTTOM) TAPERED DRAIN
HOLES (2 PLACES, TYP.)
NOTE:
CASKET RESTS TO BE 20" FROM
CENTERLINE OF CASKET EACH WAY. VERIFY
WITH MANUFACTURER SHOP DRAWINGS.
25" MIN.
CLEAR
HEIGHT
25" MIN.
CLEAR
HEIGHT
60"
MAX.
CRYPT LID
4" CHAMFER
(ALL SIDES OF LID)
84"
31"28"
2"
2"
20"
TYP.
42"
2" ABS INSIDE SHELF OR
EQUIVALENT
1 12" SCH 40 PVC PIPE OR
EQUIVALENT
LIFTING
HANDLE4"
TYP.
4" 34"
4"
60"
MAX.
34"
25" MIN.
CLEAR
HEIGHT
25" MIN.
CLEAR
HEIGHT 30" MIN.
3"
4"
4"
CASKET RESTS
4"
4"Ø (AT BOTTOM) TAPERED DRAIN
HOLES (2 PLACES, TYP.)
4" CHAMFER
(ALL SIDES OF LID)
CRYPT LID
28"11 2"
2"
1 12" SCH 40 PVC PIPE
2" ABS INSIDE SHELF
GALV. STEEL ANCHOR PIN, MIN.
CAPACITY .98 TON EA.
PRE-PLACED CRYPT
CONCRETE LID
PLASTIC COVER (TO PREVENT DIRT
AND WATER ENTRY)
2" DIA.
EQ EQ
4"
NOTE:
FOUR (4) LUGS PER LID
GENERAL CRYPT NOTES:
1. CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS (AS APPROVED BY THE
SENIOR RESIDENT ENGINEER) TO VERIFY DEPTH OF COVER; OR DEFICIENCIES IN
DEPTH (OR EXCESSES) AFTER CRYPT INSTALLATION.
2. AREA BETWEEN CRYPTS SHALL BE FILLED & COMPACTED W/ PEA GRAVEL TO
PREVENT SETTLEMENT OF TOPSOIL.
3. REFER TO SPECIFICATIONS REGARDING ALLOWABLE TOLERANCES DURING
CRYPT PLACEMENT.
4. SUBGRADE OF CRYPT TO REFLECT SURFACE FINISH GRADE.
GRAVESITE GRID MONUMENT; REFER
TO GRAVESITE LAYOUT PLANS FOR
LOCATIONAL DATA
IRRIGATION AISLE 3'-0" WIDTH:
BACKFILL WITH SELECT FILL
TYP. PRE-PLACED CRYPT (TO BE
FURNISHED AND INSTALLED BY
CONTRACTOR) CENTERED (IN BOTH
DIRECTIONS) BETWEEN GRIDLINES
(MEASURED AT TOP OF CRYPTS)
12" HIGH BLACK NUMBERS ON OUTSIDE OF
CRYPT LIDS AS WELL AS THE INSIDE OF
CRYPT WALL (HEADSTONE END);
CONTRACTOR SHALL PAINT BOTH SETS
OF THE NUMBERS ON THE CRYPT AFTER
IT IS SET, INSPECTED AND APPROVED BY
THE SENIOR RESIDENT ENGINEER. CRYPT
NUMBERS PROVIDED BY SENIOR
RESIDENT ENGINEER.
GRIDLINE AS SHOWN ON PLANS (3'-0" X 8'-0"
BURIAL PLOT AREA TYP.)
LIFTING LUGS (TYP.), SEE DETAIL
8" (TYP.)
15" (TYP.)
8" (TYP.)
EQ
7' -2
6'
-8
6"
" M
IN
" M
AX
AREA BETWEEN CRYPTS SHALL BE
FILLED WITH PEA GRAVEL.
TYP. LAWN CRYPT CENTERED IN
BOTH DIRECTIONS BETWEEN
GRIDLINES (MEASURED AT TOP OF
CRYPT)
SUBBASE OF CRYPT AND
SUBGRADE ARE SAME SLOPE
AS FINISHED GRADE
SEE GRADING AND
DRAINAGE PLAN
PLANS FOR SLOPE
8'-0" O.C. (TYP. GRAVE PLOT)
FINISHED GRADE,
SEE GRADING AND
DRAINAGE PLANG
R
ID
LI
N
E
AS
SH
O
W N
O N
PL
AN
S
G R
ID
LI
N E
AS
SH
O W
N O
N
PL
AN
S
6" DEPTH TOPSOIL
11" TO 12" DEPTH SELECT FILL
(CRYPT BACKFILL). 50/50 MIX OF
EXISTING SOIL AND IMPORTED
SAND.
3" DEPTH SAND
NOTE:
1. DISTANCE BETWEEN FINISH
GRADE AND BOTTOM OF
CRYPT IS BASED ON A CRYPT
WITH OUTSIDE DIMENSIONS OF
7'-6" (L) C 2'-10" (W) X 5'-0" (H)
2. CONTRACTOR SHALL PROVIDE
THE MEANS AND METHODS (AS
APPROVED BY THE SENIOR
RESIDENT ENGINEER) TO
VERIFY DEPTH OF COVER.
DEFICIENCIES IN DEPTH (OR
EXCESSES) SHALL BE
REMEDIED, TO THE
SATISFACTION OF THE SENIOR
RESIDENT ENGINEER, PRIOR
TO ACCEPTANCE OF CRYPT
INSTALLATION.
PROOF ROLLED AND
COMPACTED SUBGRADE
6" MIN. COMPACTED DRAIN ROCK
NON-WOVEN CONSTRUCTION GEOSYNTHETIC
OVERLAP 6" SEAMS FABRIC LOCATED ON TOP
OF SUBGRADE
G R
ID
LI
N E
AS
S
H O
W N
O N
P
LA
N S
G R
ID
LI
N E
AS
S
H O
W N
O N
P
LA
N S
G R
ID
LI
N E
AS
S
H O
W N
O N
P
LA
N S
G R
ID
LI
N E
AS
S
H O
W N
O N
P
LA
N S
3'-0" O.C.
SECTION / IRRIGATION
AISLE / OPEN AREA
6" DEPTH TOPSOIL
11" TO 12" DEPTH
SELECT FILL
3" DEPTH SAND
SELECT OR
COMMON FILL
6" MIN. COMPACTED
DRAIN ROCK
PRE-CAST CONCRETE
LAWN CRYPT (TYP.)
AREA BETWEEN CRYPTS SHALL
BE FILLED WITN ROUNDED PEA
GRAVEL. PEA GRAVEL
GRADATION PER SPEC.
SUBBASE OF CRYPT AND SUBGRADE
ARE SAME SLOPE AS FINISHED GRADE
NON-WOVEN CONSTRUCTION GEOSYNTHETIC
OVERLAP 6" SEAMS UNDER DRAIN ROCK
FABRIC LOCATED ON TOP OF SUBGRADE
EQ EQ
LID - TOP VIEW
NTS
LID - SIDE VIEW
NTS
CRYPT - LONGITUDINAL SECTION
NTS
CRYPT INSIDE SHELF - PLAN VIEW
NTS
LID - SECTION VIEW
NTS
CRYPT - END SECTION
NTS
CRYPT INSIDE SHELF - END VIEW
NTS
CRYPT LIFTING LUG
NTS
DOUBLE-DEPTH LAWN CRYPT INSTALLATION
NTS
DOUBLE-DEPTH CRYPT INSTALLATION - LONGITUDINAL SECTION
NTS
DOUBLE-DEPTH CRYPT INSTALLATION - TRANSVERSE SECTION
NTS
CRYPT DETAILS - 2
CB502
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_ cry pt de tai ls.
dw g ed it:m mi lle r sa ve d:1
1/2 5/2
5 4
:41 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
GENERAL NOTES:
1. REINFORCED CONCRETE DESIGN, FABRICATION AND ERECTION SHALL BE IN
ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318-95, "BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND SPECIFICATION SECTION
03 48 21, PRECAST CONCRETE DOUBLE DEPTH LAWN CRYPTS.
2. DESIGN LOAD REQUIREMENTS OF THE TOP LID, CRYPT BOX, AND INTERMEDIATE
SHELF: REFER TO SPECIFICATION SECTION 03 48 21, PRECAST CONCRETE DOUBLE
DEPTH LAWN CRYPTS.
3. CONTRACTOR SHALL PROVIDE DESIGN INFORMATION AND SHOP DRAWINGS FROM
PRECAST FABRICATOR FOR APPROVAL. REFER TO SPECIFICATION SECTION 03 48 21,
PRECAST CONCRETE DOUBLE DEPTH LAWN CRYPTS.
4. ALL LAWNS & IRRIGATION LINES WITHIN THE BURIAL SECTIONS SHALL BE INSTALLED
AND ACCEPTED PRIOR TO MONUMENT-BASE PLACEMENT; ALL LAWNS & IRRIGATION
LINES DAMAGED DURING INSTALLATION SHALL BE REPAIRED AT CONTRACTOR'S
EXPENSE.
5. IRRIGATION ISLES SHALL BE 3FT WIDE FOR CRYPT SECTIONS AND 4 FT WIDE FOR
IN-GROUND CREMAIN AREAS.
DETAIL ENLARGEMENT
SEE SHEET L-5.4 FOR
CRYPT INSTALLATION
AND COVER DETAILS
IRRIGATION
AISLE / SECTION
BREAK
PVC SCREW CAP, PROVIDE 2"
CLEARANCE TO CAST IRON COVER
CAST IRON CLEANOUT FRAME & COVER
LABELED C.O. OR BLANK, CAST IN CONCRETE18"X18"X6" CONCRETE PAD
OR AS SPECIFIED
FINISHED GRADE
SEE DETAIL
ENLARGEMENT ABOVE LOCATE CLEAN OUT WHERE INDICATED ON
UNDER DRAINAGE PLANS, SEE SHEET L-3.0
1'-6"
SO
TOPSOIL
SELECT FILL. SEE DETAILS AND
SPECIFICATION
PRE-CAST CONCRETE
PRE-PLACED CRYPT
COMPACTED DRAIN ROCK -
SEE SPECIFICATIONS
CORRUGATED HDPE
PERFORATED UNDERDRAIN
GASKETED PVC ELBOW MANUFACTURED
SPECIFICALLY FOR CONVERTING FROM
CORRUGATED HDPE TO PVC. NYLOPLAST
FITTING BY HANCOR OR APPROVED EQUAL
NON-WOVEN CONSTRUCTION
GEOSYNTHETIC. OVERLAP 6" SEAMS
UNDER DRAIN ROCK. FABRIC
LOCATED ON TOP OF SUBGRADE.
PVC PIPE REDUCER AS
REQUIRED PER PLAN
45° PVC ELBOWS (2)
4" PVC RISER, 45° ELBOWS,
AND FLUSH MOUNTED
CLEANOUT PLUG
SQUARE CONCRETE PAD, 6"
DEPTH MIN.
2.0' TYPICAL
SEE UTILITY PLAN (SHEET L-3.0)
FOR HORIZONTAL AND
VERTICAL LAYOUT
TOPSOIL
GRIDLINE AS SHOWN ON PLAN
SHEETS L-5.0 & L-5.1
COMPACTED SELECT FILL. SEE DETAILS
AND SPECIFICATIONS
STIFFENING RIBS
PRE-CAST CONCRETE LAWN CRYPT
6" MIN. BELOW PIPE INVERT SEE
GRADING AND DRAINAGE PLANS NON-WOVEN CONSTRUCTION GEOSYNTHETIC. OVERLAP
6" SEAMS UNDER DRAIN ROCK. FABRIC LOCATED ON TOP
OF SUBGRADE.
6" MINIMUM COMPACTED DRAIN ROCK
6" PERFORATED CORRUGATED PIPE UNDERDRAIN. INSTALL
WITH PERFORATIONS DOWN. SEE PLANS FOR HORIZONTAL
AND VERTICAL LAYOUT.
3'-0" O.C. 3'-0" 3'-0"
O.C.
PRECAST CONCRETE CRYPT
(TYP.)
5.0'
SELECT FILL (CRYPT BACKFILL)
OVER CRYPTS
COMMON OR SELECT FILL IN
IRRIGATION AISLES
COMPACTED DRAIN ROCK
3'-0" O.C.
5.0'
3'-0" O.C.
3'-0" O.C.
PRECAST CONCRETE CRYPT
(TYP.)
COMPACTED DRAIN ROCK
NON-WOVEN CONSTRUCTION GEOSYNTHETIC
PERFORATED CORRUGATED HDPE UNDERDRAIN PIPE (HOLES
DOWN) SURROUND WITH 6" MIN. DRAIN ROCK; REFER TO
UNDERDRAINAGE PLANS AND STORM PLANS FOR HORIZONTAL
AND VERTICAL LAYOUT AND CONNECTION TO STORM DRAIN
SYSTEM.
SEE DETAILS 10 & 11/L-5.5 FOR
CRYPT INSTALLATION AND COVER
DETAILS
SEE DETAILS 10 & 11/L-5.5 FOR
CRYPT INSTALLATION AND COVER
DETAILS
DRAINAGE CLEANOUT (CRYPT)
NTS 2
PERIMETER UNDERDRAIN AT CRYPT
NTS 3
CRYPT FIELD LATERAL UNDERDRAIN
NTS
CRYPT AISLE BACKFILL
NTS
GEOFABRIC
File details come from the government source that posted it. Updated .