GSE Bid Drawings _ Part 2B.pdf
PDF 2 MB Posted
- Solicitation number
- 36C78621B0005
About this file
This pre-solicitation notice provides information about an upcoming Invitation for Bid for a gravesite expansion project at Dayton National Cemetery in Dayton, Ohio. The project includes construction of new columbarium plazas with 2,080 niches and 2,512 in-ground cremains plots. Work encompasses demolition, site preparation, erosion control, excavation, backfilling, grading, foundations, footings, columbaria, irrigation, landscaping, signage, drainage, utilities and pavement. The firm fixed price contract value is estimated between $1-5 million. The awarded contractor must provide performance and payment bonds and the period of performance is 300 days from notice to proceed. The solicitation will be issued as a 100% Service-Disabled Veteran Owned Small Business set-aside and awarded by the Department of Veterans Affairs National Cemetery Administration. The anticipated solicitation date is mid-May 2021 on beta.sam.gov.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| IFB Contractor Cost Estimate Worksheet.xlsx | XLSX spreadsheet | |
| GSE Bid Drawings _ Part 2A.pdf | ||
| 36C78621B0005_1.docx | DOCX document | |
| GSE Bid Drawings _ Part 1B.pdf | ||
| Specs BD 20210311.pdf | ||
| GSE Bid Drawings _ Part 3B.pdf | ||
| GSE Bid Drawings _ Part 1A.pdf | ||
| GSE Bid Drawings _ Part 3A.pdf | ||
| DOL Davis Bacon Wage Determination Montgomery County Ohio.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 10 20
PIERWALL 1
NICHE BANK
5x34
PIER
7' -0
6"
8' -0
6" 4"
E
D
B
A
C
T.O.
PIER
T.O.
PIER
GRID
STONE TYPE 1: FULL VENEER
STONE TYPE 1: STONE CAP
STONE TYPE 1:
STONE CAP
NICHE WALL ID NUMBER
STONE TYPE 1:
FULL VENEER
FINISH GRADE
PRE-CAST CONCRETE
COLUMBARIUM UNITS
EVERY 10TH COLUMBARIUM
NICHE COLUMN
ROW MARKER
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT OPEN LEFT END 5 x 4 PRE-CAST NICHE UNIT
OPEN ENDS
END COLUMN
NOT SHOWN
FOR CLARITY
3' -7
5 8"
2'-35 8" 34'-11
2"
TYPE 1 STONE -
FULL VENEER, TYP
GRID
2" M
IN
2'-27 8"
1'-35 8" 6"
1" M
IN
3' -6
1 8" 51 4" 51 4"
7 8" M
IN
2' -7
5 8"
PRE-CAST CONCRETE
COLUMBARIUM UNITS
CIP CONC. STEM WALL
DECORATIVE GRAVEL
STRIP
STONE TYPE 2:
THIN VENEER
STONE TYPE 1:
FULL VENEER
STONE TYPE 12:
FULL VENEER
WALL 2 ↓
34'-21 2"
END CAP
NOT SHOWN
FOR CLARITY
2'-75 8"
3' -1
15 8"
5'-1" 4'-111 2" 4'-111
2" 3'-111 2" 4'-111
2" 4'-111 2" 5'-1"
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS, TYP.
STONE TYPE 1;
STONE CAP, TYP.
SLOPE OF CAP, TYP.
WALL 3 & WALL 5
NICHE BANK
5x5
PIER
E
D
B
A
C
T.O.
PIER
GRID
STONE TYPE 1:
STONE CAP
PIER
GRID
8' -0
6" 4"T.O.
PIER
STONE TYPE 1: FULL VENEER
STONE TYPE 1: STONE CAP
NICHE WALL ID NUMBER
STONE TYPE 1:
FULL VENEER
FINISH GRADE
EVERY 10TH
COLUMBARIUM
NICHE COLUMN
PRE-CAST
CONCRETE
COLUMBARIUM
UNITS
ROW MARKER
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
5 x 5 PRE-CAST NICHE UNIT
CLOSED ENDS
END COLUMN
NOT SHOWN
FOR CLARITY
END COLUMN
NOT SHOWN
FOR CLARITY
5'-11 2"
END CAP
NOT SHOWN
FOR CLARITY
END CAP
NOT SHOWN
FOR CLARITY
5'-21 2"
2' -1
15 8"
STONE TYPE 1;
STONE CAP, TYP.
SLOPE OF
CAP, TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \p ha se
\1 c ol um ba riu m e le va tio ns .d w g ed it:
jfa hr en ka m p sa ve d:
3/
9/
:3
PM
lo t:3
/9 /2
6:
P M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
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 #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
CC502
JAFJDL
COLUMBARIUM ELEVATIONS 2
SCALE:3
COLUMBARIUM ELEVATION - WALL 1 - EXTERIOR SINGLE - 5 HIGH x 34 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:1
COLUMBARIUM CAP PLAN - WALL 1 - EXTERIOR SINGLE - 5 HIGH x 34 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:2
COLUMBARIUM PLAN - WALL 1 - EXTERIOR SINGLE - 5 HIGH x 34 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
CC502
SCALE:6
COLUMBARIUM ELEVATION - WALLS 3 & 5 - EXTERIOR SINGLE - 5 HIGH x 5 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:4
COLUMBARIUM CAP PLAN - WALLS 3 & 5 - EXTERIOR SINGLE - 5 HIGH x 5 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:5
COLUMBARIUM PLAN - WALLS 3 & 5 - EXTERIOR SINGLE - 5 HIGH x 5 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
2a
CC502
CC502
CC502
CC507
CC507
PLAN 2b
PLAN 2a
2b
CC502
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS): INDIANA LIMESTONE
STANDARD SILVER BLUFF STONE. SEE SPECS; SEE PLAN
FOR SIZES. COLOR, PATTERN & SIZES TO MATCH EXIST
CEMETERY STONE WORK AT COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER): DIMENSIONAL
FOND DU LAC TAILORED BLEND STONE. SEE SPECS; SEE
PLAN FOR SIZES. COLOR, PATTERN & SIZES TO MATCH
EXIST CEMETERY STONE WORK AT COLUMBARIUM A. SIZE
RANGES INCLUDE 7"x4" MIN. - 1'-4"x7" MAX.
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS): INDIANA LIMESTONE
STANDARD SILVER BLUFF STONE. SEE SPECS; SEE PLAN
FOR SIZES. COLOR, PATTERN & SIZES TO MATCH EXIST
CEMETERY STONE WORK AT COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER): DIMENSIONAL FOND
DU LAC TAILORED BLEND STONE. SEE SPECS; SEE PLAN
FOR SIZES. COLOR, PATTERN & SIZES TO MATCH EXIST
CEMETERY STONE WORK AT COLUMBARIUM A. SIZE
RANGES INCLUDE 7"x4" MIN. - 1'-4"x7" MAX.
1 10 20
WALL 6
NICHE BANK
5x25
PIER
±4 3 8"
7' -0
6"
8' -0
6"
4"
A
B
C
D
E
PIER
8' -0
6"4"
A
B
C
D
E
T.O.
PIER
GRID GRID
STONE TYPE 1:
STONE CAP
STONE TYPE 1: FULL
VENEER
STONE TYPE 1:
STONE CAP
NICHE WALL ID NUMBER
STONE TYPE 1:
FULL VENEER
FINISH GRADE
PRE-CAST CONCRETE
COLUMBARIUM UNITS
EVERY 10TH COLUMBARIUM
NICHE COLUMN
ROW MARKER
T.O.
PIER STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER FLUSH
WHERE NICHE WALL CAP ABUTS, TYP.
1 10 20
PIER
WALL 2
NICHE BANK
5x25
PIER
7' -0
6"
7' -0
6"
8' -0
6"
8' -0
6"
4"
4"
A
B
C
D
E
T.O.
PIER
GRID GRID
STONE TYPE 1: FULL VENEER
STONE TYPE 1: STONE CAP
STONE TYPE 1:
STONE CAP
NICHE WALL ID NUMBER
STONE TYPE 1:
FULL VENEER
FINISH GRADE
PRE-CAST CONCRETE
COLUMBARIUM UNITS
EVERY 10TH COLUMBARIUM
NICHE COLUMN
ROW MARKER
7' -0
6"
T.O.
PIER STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER FLUSH
WHERE NICHE WALL CAP ABUTS, TYP.
32'-53 4"
3'-115 8"
3' -7
5 8"
25'-21 2"
3'-75 8"
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS, TYP.
SLOPE OF CAP, TYP. STONE TYPE 1;
STONE CAP, TYP.
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS AND END COLUMNS, TYP.
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 5 PRE-CAST NICHE UNIT
OPEN ENDS
TYPE 1 STONE -
FULL VENEER, TYP
FLOWER WATER
STRIP, TYP.
CIP CONC, TYP.
3'-75 8"
3' -3
5 8"
32'-13 4"
3'-35 8"25'-11
2"
GRID
GRID
51 4" 51 4"
3'-21 8"
2'-35 8"51
4"
8"
5 8"
3' -2
1 8"
GRID
GRID
3'-67 8"
6"51 4"
3' -2
7 8"
2' -3
5 8" 6"
2'-75 8"
87 8"
8"2" MIN.
2" M
IN
WALL 1 ↓
WALL 3 ↑
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 5 PRE-CAST NICHE UNIT
OPEN ENDSTYPE 1 STONE - FULL VENEER, TYP
FLOWER WATER
STRIP, TYP.
CIP CONC, TYP.
3'-35 8"
3' -3
5 8"
31'-93 4"
25'-11 2" 3'-35
8"
GRID
GRID
3'-27 8" 6"
4"
3' -2
7 8"
2' -3
5 8"
6"
87 8"
8"2" MIN.
2" M
IN
51 4"
2'-35 8"
4"
21 4"
WALL 5 ↓ WALL 7 ↓
32'-13 4"
3'-75 8"
3' -7
5 8"
25'-21 2"
3'-75 8"
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS, TYP.
SLOPE OF CAP, TYP. STONE TYPE 1;
STONE CAP, TYP.
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS AND END COLUMNS, TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \p ha se
\1 c ol um ba riu m e le va tio ns .d w jfa hr en ka m d:
3/
9/
:3 lo t:3
/9 /2
6:
P M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
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 #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
CC503
JAFJDL
COLUMBARIUM ELEVATIONS 3
SCALE:6
COLUMBARIUM ELEVATION - WALL 6 - EXTERIOR SINGLE - 5 HIGH x 25 WIDE
1/2" = 1' (30" x 42" PAPER SIZE)SCALE:3 COLUMBARIUM ELEVATION - WALL 2 - EXTERIOR SINGLE - 5 HIGH x 25 WIDE
1/2" = 1' (30" x 42" PAPER SIZE)
2a
CC503
5a
CC503
SCALE:1
COLUMBARIUM CAP PLAN - WALL - 2 - EXTERIOR SINGLE - 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:2
COLUMBARIUM PLAN - WALL 2 - EXTERIOR SINGLE - 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
CC503
SCALE:5
COLUMBARIUM PLAN - WALL 6 - EXTERIOR SINGLE - 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:4
COLUMBARIUM CAP PLAN - WALL 6 - EXTERIOR SINGLE - 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
CC503
CC507
CC507
2b
CC503
5b
CC503
PLAN 2b
PLAN 2a
PLAN 5b
PLAN 5a
2c
CC503
PLAN 2c
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS):
INDIANA LIMESTONE STANDARD SILVER
BLUFF STONE. SEE SPECS; SEE PLAN FOR
SIZES. COLOR, PATTERN & SIZES TO
MATCH EXIST CEMETERY STONE WORK AT
COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER):
DIMENSIONAL FOND DU LAC TAILORED
BLEND STONE. SEE SPECS; SEE PLAN FOR
SIZES. COLOR, PATTERN & SIZES TO
MATCH EXIST CEMETERY STONE WORK AT
COLUMBARIUM A. SIZE RANGES INCLUDE
7"x4" MIN. - 1'-4"x7" MAX.
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS):
INDIANA LIMESTONE STANDARD SILVER
BLUFF STONE. SEE SPECS; SEE PLAN FOR
SIZES. COLOR, PATTERN & SIZES TO
MATCH EXIST CEMETERY STONE WORK AT
COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER):
DIMENSIONAL FOND DU LAC TAILORED
BLEND STONE. SEE SPECS; SEE PLAN FOR
SIZES. COLOR, PATTERN & SIZES TO
MATCH EXIST CEMETERY STONE WORK AT
COLUMBARIUM A. SIZE RANGES INCLUDE
7"x4" MIN. - 1'-4"x7" MAX.
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 5 PRE-CAST NICHE UNIT
OPEN ENDS
TYPE 1 STONE - FULL VENEER, TYP
FLOWER WATER
STRIP, TYP.
CIP CONC, TYP.
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 5 PRE-CAST NICHE UNIT
OPEN ENDS TYPE 1 STONE - FULL VENEER, TYP
FLOWER WATER
STRIP, TYP.
60'-37 8"
3'-35 8" 3'-35
8"25'-11 2" 25'-11
2"
TYPE 1 STONE -
FULL VENEER, TYP
GRID
GRID
3'-27 8"
6"51 4"
3' -2
7 8"
2' -3
5 8" 6" 87 8"
8"
3'-35 8" 6"6"
3' -3
5 8"
2' -3
5 8"
6"
5 8"
8"85
8"
2" MIN.
2" M
IN
51 4"
2'-35 8"
4"
21 4"
GRID
3'-21 8"51
4"
3' -2
1 8"
2' -3
5 8"
77 8"
4"
GRID
GRID
51 4" 51 4"
3'-21 8"
2'-35 8"51
4"
8"
5 8"
3' -2
1 8"
WALL 3 ↓
WALL 5 ↑
60'-77 8"
3'-75 8"
3' -7
5 8"
25'-21 2"
3'-75 8"
25'-21 2"
3'-75 8"
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS, TYP.
SLOPE OF CAP, TYP. STONE TYPE 1;
STONE CAP, TYP.
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS AND END COLUMNS, TYP.
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS, TYP.
SLOPE OF CAP, TYP. STONE TYPE 1;
STONE CAP, TYP.
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS AND END COLUMNS, TYP.
1 10 20
PIERWALL 4
NICHE BANK
5x25
PIER
7' -0
6"
8' -0
6" 4"
A
B
C
D
E
1 10 20
PIERWALL 4
NICHE BANK
5x25
7' -0
6"
8' -0
6"4"
T.O.
PIER T.O.
PIER
T.O.
PIER
GRID GRID
GRID
GRID GRID
STONE TYPE 1: FULL VENEER
STONE TYPE 1: STONE CAP
STONE TYPE 1:
STONE CAP STONE TYPE 1:
STONE CAP
NICHE WALL ID NUMBER
STONE TYPE 1:
FULL VENEER
FINISH GRADE
EVERY 10TH COLUMBARIUM
NICHE COLUMN
PRE-CAST CONCRETE
COLUMBARIUM UNITS
EVERY 10TH COLUMBARIUM
NICHE COLUMNROW MARKER
STONE TYPE 1: FULL VENEER FLUSH
WHERE NICHE WALL CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER FLUSH
WHERE NICHE WALL CAP ABUTS, TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \p ha se
\1 c ol um ba riu m e le va tio ns .d w jfa hr en ka m d:
3/
9/
:3 lo t:3
/9 /2
6:
P M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
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 #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
CC504
CC504
JAFJDL
COLUMBARIUM ELEVATIONS 4
2a
CC504
SCALE:3
COLUMBARIUM ELEVATION - WALL 4 - EXTERIOR SINGLE - (2) 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:1
COLUMBARIUM CAP PLAN - WALL 4 - EXTERIOR SINGLE - SIDE BY SIDE - 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:2
COLUMBARIUM PLAN - WALL 4 - EXTERIOR SINGLE - SIDE BY SIDE - 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
CC507
CC507
2b
CC504
PLAN 2b
PLAN 2a
2c
CC504
PLAN 2c PLAN 2d
2d
CC504
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS): INDIANA LIMESTONE
STANDARD SILVER BLUFF STONE. SEE SPECS; SEE PLAN
FOR SIZES. COLOR, PATTERN & SIZES TO MATCH EXIST
CEMETERY STONE WORK AT COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER): DIMENSIONAL FOND
DU LAC TAILORED BLEND STONE. SEE SPECS; SEE PLAN
FOR SIZES. COLOR, PATTERN & SIZES TO MATCH EXIST
CEMETERY STONE WORK AT COLUMBARIUM A. SIZE
RANGES INCLUDE 7"x4" MIN. - 1'-4"x7" MAX.
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 8 PRE-CAST NICHE UNIT
OPEN ENDS
END COLUMN
NOT SHOWN
FOR CLARITY
2'-35 8"28'-11
2"
3' -3
5 8"
TYPE 1 STONE -
FULL VENEER, TYP
GRID
2" M
IN
2'-27 8"
1'-35 8"6"
2" M
IN
. 3' -2
1 8"51 4" 51 4"
WALL 6 ↓
28'-21 2"
END CAP
NOT SHOWN
FOR CLARITY
2'-75 8"
3' -7
5 8"
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS, TYP.
SLOPE OF CAP, TYP.STONE TYPE 1;
STONE CAP, TYP.
1 10 20
PIER WALL 7
NICHE BANK
5x28
PIER
7' -0
6"
8' -0
6"4"
E
D
B
A
C
T.O.
PIER
T.O.
PIER
GRID GRID
STONE TYPE 1: FULL VENEER
STONE TYPE 1: STONE CAP
STONE TYPE 1:
STONE CAP
EVERY 10TH COLUMBARIUM
NICHE COLUMN
NICHE WALL ID NUMBER
STONE TYPE 1:
FULL VENEER
FINISH GRADE
PRE-CAST CONCRETE
COLUMBARIUM UNITS
ROW MARKER
STONE TYPE 1: FULL VENEER FLUSH
WHERE NICHE WALL CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
1 10
PIERWALL 8, 9,12,13, 16, 17, 18 & 19
NICHE BANK
5x20
PIER
7' -0
4"
8' -0
6"
4"
T.O.
PIER
T.O.
PIER
STONE TYPE 1: FULL VENEER
STONE TYPE 1: STONE CAP
STONE TYPE 1:
STONE CAP
NICHE WALL ID NUMBER
STONE TYPE 1:
FULL VENEER
FINISH GRADE
EVERY 10TH COLUMBARIUM
NICHE COLUMN
PRE-CAST CONCRETE
COLUMBARIUM UNITS
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER FLUSH
WHERE NICHE WALL CAP ABUTS, TYP.
25'-13 4"
20'-21 2"
5'-1" 4'-111 2" 4'-111
2" 5'-1"
2'-75 8"
5' -7
5 8"
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS, TYP.
STONE TYPE 1;
STONE CAP, TYP.
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS AND END COLUMNS, TYP.
SLOPE OF CAP, TYP.
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
OPEN LEFT END
2'-35 8"
5' -3
5 8"
24'-93 4"
2'-35 8"
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
OPEN LEFT END
TYPE 1 STONE - FULL VENEER, TYP
TYPE 2 STONE - FULL VENEER, TYP
TYPE 1 STONE - FULL VENEER, TYP
TYPE 2 STONE - FULL VENEER, TYP
GRID
4' -3
5 8"
1 4"
3' -3
5 8"
1 4"
2'-21 8"
5' -2
1 8"
51 4"
1'-35 8" 51
4"
2" M
IN
2" M
IN
PRE-CAST CONCRETE
COLUMBARIUM UNITS
STONE TYPE 1: FULL VENEER
CIP CONC. STEM WALL
STONE TYPE 2: FULL VENEER
DECORATIVE GRAVEL
STRIP
DECORATIVE GRAVEL
STRIP
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \p ha se
\1 c ol um ba riu m e le va tio ns .d w jfa hr en ka m d:
3/
9/
:3 lo t:3
/9 /2
6:
P M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
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 #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
CC505
CC505
JAFJDL
COLUMBARIUM ELEVATIONS 5
2a
CC505
SCALE:3
COLUMBARIUM ELEVATION - WALL 7 - EXTERIOR SINGLE - 5 HIGH x 28 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:1
COLUMBARIUM CAP PLAN - WALL 7 - INTERIOR DOUBLE - 5 HIGH x 28 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:2
COLUMBARIUM PLAN - WALL 7 - EXTERIOR SINGLE - 5 HIGH x 28 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
CC505
5a
CC505
SCALE:6
COLUMBARIUM ELEVATION - WALLS 8, 9, 12,13, 16, 17, 18 & 19 - INTERIOR DOUBLE - 5 HIGH x 20 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:4
COLUMBARIUM CAP PLAN - WALLS 8, 9, 12,13, 16, 17, 18 & 19 - INTERIOR DOUBLE - 5 HIGH x 20 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:5
COLUMBARIUM PLAN - WALLS 8, 9, 12,13, 16, 17, 18 & 19 - INTERIOR DOUBLE - 5 HIGH x 20 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
CC507
CC507
PLAN 5b
PLAN 5a
PLAN 2b
PLAN 2a
5b
CC505
2b
CC505
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS): INDIANA
LIMESTONE STANDARD SILVER BLUFF STONE.
SEE SPECS; SEE PLAN FOR SIZES. COLOR,
PATTERN & SIZES TO MATCH EXIST CEMETERY
STONE WORK AT COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER):
DIMENSIONAL FOND DU LAC TAILORED BLEND
STONE. SEE SPECS; SEE PLAN FOR SIZES.
COLOR, PATTERN & SIZES TO MATCH EXIST
CEMETERY STONE WORK AT COLUMBARIUM A.
SIZE RANGES INCLUDE 7"x4" MIN. - 1'-4"x7" MAX.
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS): INDIANA
LIMESTONE STANDARD SILVER BLUFF STONE.
SEE SPECS; SEE PLAN FOR SIZES. COLOR,
PATTERN & SIZES TO MATCH EXIST CEMETERY
STONE WORK AT COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER):
DIMENSIONAL FOND DU LAC TAILORED BLEND
STONE. SEE SPECS; SEE PLAN FOR SIZES.
COLOR, PATTERN & SIZES TO MATCH EXIST
CEMETERY STONE WORK AT COLUMBARIUM A.
SIZE RANGES INCLUDE 7"x4" MIN. - 1'-4"x7" MAX.
30'-13 4"
25'-21 2"
5'-1" 4'-111 2" 4'-111
2" 4'-111 2" 5'-1"
2'-75 8"
5' -7
5 8"
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS, TYP.
SLOPE OF CAP, TYP. STONE TYPE 1;
STONE CAP, TYP.
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS AND END COLUMNS, TYP.
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 5 PRE-CAST NICHE UNIT
OPEN ENDS
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 5 PRE-CAST NICHE UNIT
OPEN ENDS
29'-93 4"
2'-35 8"
TYPE 1 STONE - FULL VENEER, TYP
TYPE 2 STONE - FULL VENEER, TYP
FLOWER WATER
STRIP, TYP.
CIP CONC, TYP.
TYPE 1 STONE - FULL VENEER, TYP
TYPE 2 STONE - FULL VENEER, TYP
GRID
4' -3
5 8"
1 4"
3' -3
5 8"
1 4"
2'-21 8"
5' -2
1 8"
51 4"
1'-35 8" 51
4"
2" M
IN
2" M
IN
PRE-CAST CONCRETE
COLUMBARIUM UNITS
STONE TYPE 1: FULL VENEER
CIP CONC. STEM WALL
STONE TYPE 2: FULL VENEER
DECORATIVE GRAVEL
STRIP
DECORATIVE GRAVEL
STRIP
1' -0
3'
-3 5 8"
1' -0
2'-35 8"
5' -3
5 8"
4' -3
5 8"
6"
6"
1'-35 8" 6"
2" M
IN
2" M
IN
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 7 PRE-CAST NICHE UNIT
OPEN LEFT END
5 x 10 PRE-CAST NICHE UNIT
CLOSED ENDS
5 x 7 PRE-CAST NICHE UNIT
OPEN LEFT END
21'-93 4"
2'-35 8" 2'-35
8"
5' -3
5 8"
TYPE 1 STONE - FULL VENEER, TYP
TYPE 2 STONE - FULL VENEER, TYP
TYPE 1 STONE - FULL VENEER, TYP
TYPE 2 STONE - FULL VENEER, TYP
GRID
4' -3
5 8"
1 4"
3' -3
5 8"
1 4"
2'-21 8"
5' -2
1 8"
51 4"
1'-35 8" 51
4"
2" M
IN
2" M
IN
PRE-CAST CONCRETE
COLUMBARIUM UNITS
STONE TYPE 1: FULL VENEER
CIP CONC. STEM WALL
STONE TYPE 2: FULL VENEER
DECORATIVE GRAVEL
STRIP
DECORATIVE GRAVEL
STRIP
22'-13 4"
17'-21 2"
5'-1" 6'-111 2" 5'-1"
2'-75 8"
5' -7
5 8"
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS, TYP.
STONE TYPE 1;
STONE CAP, TYP.
1/2" JOINT WITH BACKER ROD &
SEALANT BETWEEN STONE CAP
SECTIONS AND END COLUMNS, TYP.
SLOPE OF
CAP, TYP.
1 10
PIERWALL 10 & WALL 11
NICHE BANK
5x17
PIER
7' -0
4"
8' -0
6"
4"
T.O.
PIER
T.O.
PIER
STONE TYPE 1: FULL VENEER
STONE TYPE 1: STONE CAP
STONE TYPE 1:
STONE CAP
NICHE WALL ID NUMBER
STONE TYPE 1:
FULL VENEER
FINISH GRADE
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER FLUSH
WHERE NICHE WALL CAP ABUTS, TYP.
1 10
PIERWALL 14 & WALL 15
NICHE BANK
5x25
PIER
7' -0
8' -0
6"
4"
T.O.
PIER
T.O.
PIER
STONE TYPE 1: FULL VENEER
STONE TYPE 1: STONE CAP
NICHE WALL ID NUMBER
STONE TYPE 1:
FULL VENEER
FINISH GRADE
STONE TYPE 1:
STONE CAP
EVERY 10TH
COLUMBARIUM
NICHE COLUMN
PRE-CAST CONCRETE
COLUMBARIUM UNITS
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
STONE TYPE 1: FULL VENEER
FLUSH WHERE NICHE WALL
CAP ABUTS, TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \p ha se
\1 c ol um ba riu m e le va tio ns .d w jfa hr en ka m d:
3/
9/
:3 lo t:3
/9 /2
6:
P M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
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 #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
CC506
JAFJDL
COLUMBARIUM ELEVATIONS 6
CC506
CC506
2a
CC506
5a
CC506
SCALE:3
COLUMBARIUM ELEVATION - WALLS 10 & 11 - INTERIOR DOUBLE - 5 HIGH x 17 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:1
COLUMBARIUM CAP PLAN - WALLS 10 & 11 - INTERIOR DOUBLE - 5 HIGH x 17 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:2
COLUMBARIUM PLAN - WALLS 10 & 11 - INTERIOR DOUBLE - 5 HIGH x 17 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:4
COLUMBARIUM CAP PLAN - WALLS 14 & 15 - INTERIOR DOUBLE - 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:5
COLUMBARIUM PLAN - WALLS 14 & 15 - INTERIOR DOUBLE - 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
SCALE:6
COLUMBARIUM ELEVATION - WALLS 14 & 15 - INTERIOR DOUBLE - 5 HIGH x 25 WIDE
1/4" = 1' (30" x 42" PAPER SIZE)
CC507
CC507
PLAN 2b
PLAN 2a
PLAN 5b
PLAN 5a
2b
CC506
5b
CC506
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS): INDIANA
LIMESTONE STANDARD SILVER BLUFF STONE.
SEE SPECS; SEE PLAN FOR SIZES. COLOR,
PATTERN & SIZES TO MATCH EXIST CEMETERY
STONE WORK AT COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER):
DIMENSIONAL FOND DU LAC TAILORED BLEND
STONE. SEE SPECS; SEE PLAN FOR SIZES.
COLOR, PATTERN & SIZES TO MATCH EXIST
CEMETERY STONE WORK AT COLUMBARIUM A.
SIZE RANGES INCLUDE 7"x4" MIN. - 1'-4"x7" MAX.
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS): INDIANA
LIMESTONE STANDARD SILVER BLUFF STONE.
SEE SPECS; SEE PLAN FOR SIZES. COLOR,
PATTERN & SIZES TO MATCH EXIST CEMETERY
STONE WORK AT COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER):
DIMENSIONAL FOND DU LAC TAILORED BLEND
STONE. SEE SPECS; SEE PLAN FOR SIZES.
COLOR, PATTERN & SIZES TO MATCH EXIST
CEMETERY STONE WORK AT COLUMBARIUM A.
SIZE RANGES INCLUDE 7"x4" MIN. - 1'-4"x7" MAX.
A
B
C
D
E
A
B
C
D
E
GRID
STONE TYPE 1
END COLUMN (BEYOND)
STONE TYPE 1: CAP
STONE TYPE 1
END COLUMN (BEYOND)
5 HIGH PRECAST NICHE UNIT
MARBLE NICHE COVER
(VA SUPPLIED)
STONE TYPE 1: BASE
CIP CONC STEM WALL
TMLTML
7' -0
6"
4'-95 8"
1' -0
4"
A
B
C
D
E
GRID
MARBLE NICHE COVER
(VA SUPPLIED)
5 HIGH PRECAST NICHE UNIT
STONE TYPE 1: BASE
CIP CONC STEM WALL
TML
STONE TYPE 2:
FULL VENEER
6" 7'
-0
VA
R
IE
S
2'-115 8"
4"
STONE TYPE 1
END COLUMN (BEYOND)
STONE TYPE 1; CAP
STONE TYPE 1
END COLUMN (BEYOND)
GRID
TML
STONE TYPE1: CAP
5 HIGH PRECAST
NICHE UNIT
CIP CONC
STEM WALL
STONE TYPE 1:
FULL VENEER
6"4"
8' -8
3 8"
GRID
TML
STONE TYPE 1: CAP
CIP CONC
STEM WALL
STONE TYPE 1:
FULL VENEER
TML
6"4"
8' -8
3 8"
A
B
C
D
E
GRID
MARBLE NICHE COVER
(VA SUPPLIED)
5 HIGH PRECAST NICHE UNIT
STONE TYPE 1: BASE
CIP CONC STEM WALL
TML
STONE TYPE 2:
THIN VENEER
6" 7'
-0
3'-35 8"
4"
STONE TYPE 1
END COLUMN (BEYOND)
STONE TYPE 1; CAP
STONE TYPE 1
END COLUMN (BEYOND)
CIP STEM WALL / RETAINING
8" 3'-43
8" 115 8"
GRID
STONE TYPE 1:
FULL VENEER
STONE TYPE 1:
STONE CAP
STONE TYPE 2:
FULL VENEER
DOUBLE SIDED INTERIOR
VARIES
SEE PLAN
GRID
SINGLE SIDED EXTERIOR
CAP SIZING VARIES BY SETTING
CONDITION
CIP CONC. STEM WALL,
WHERE APPLICABLE
TYPE 2 STONE THIN VENEER,
WHERE APPLICABLE
FIELD DRILL AT LOCATION & ANGLE AS
PER PRECAST COLUMBARIUM
MANUFACTURER, EPOXY STAINLESS
STEEL PIN IN-PLACE
PRECAST NICHE UNITS,
WHERE APPLICABLE
2" SEALANT w/BACKER ROD, CONT. ALONG CAP JOINT.
CONT. SELF
ADHESIVE EPDM
RAINSCREEN DRAINAGE MAT
TYPE 2 STONE THIN VENEER
SS EXPANDED MESH
LATH, CENTER IN 12"
MORTAR SCRATCH COAT
DAMP PROOFING
CONT. SELF-ADHESIVE EPDM
MEMBRANE, OVERLAP 3",
HOLD BACK 1/2" FROM FACE,
SET STONE CAP IN
MORTAR/GROUT BED
3/8" BACKROD AND SEALANT
CIP CONC WALL
SS EXPANDED MESH LATH
SCRATCH COAT
STONE TYPE 1 - THIN VENEER
EXTEND DAMP PROOFING 2" MIN.
ON TOP OF CIP CONC. WALL
DAMP PROOFING
CIP CONC WALL
CONT. SELF ADHESIVE EPDM
MEMBRANE, HOLD MEMBRANE
BACK 1/2" FROM FACE
RAINSCREEN DRAINAGE MAT
FABRIC LAYER
TYPE 1 WEEP VENT (VERTICAL)
EXTEND TO RAINSCREEN DRAINAGE
MAT, WEEP VENT SHALL NOT EXTEND
PAST STONE VENEER FACE, SPACE
LONGITUDINALLY EVERY 24"-36",
TYPE 1 WEEP VENT (HORIZONTAL)
PLACE AT EVERY CAP JOINT
STONE TYPE1 : CAP
4'-95
8"FIELD DRILL AT LOCATION &
ANGLE AS PER PRECAST
COLUMBARIUM
MANUFACTURER, EPOXY
STAINLESS STEEL PIN IN-PLACE
PRECAST NICHE UNITS,
WHERE APPLICABLE
2" SEALANT w/BACKER ROD, CONT. ALONG CAP JOINT.
CONT. SELF
ADHESIVE EPDM
1"
2"
3 8"
4"
CL
DRIP EDGE
CONTINUOUS
AROUND CAP
8" OVERHANG
1 4"
4" 1
4" CHAMFER
ALL TOP
EDGES, TYP.
CONT. SELF
ADHESIVE EPDM
MORTAR & SHIMS AS
NECESSARY
TYPE 1 HORIZONTAL
CELL VENTS; LOCATE
AT EACH CAP JOINT
STONE TYPE1 : CAP
1 4"
4"
4" CHAMFER
ALL TOP
EDGES, TYP.
STONE TYPE1 : CAP
8" OVERHANG
CONT. SELF
ADHESIVE EPDM
MORTAR & SHIMS AS
NECESSARY
TYPE 1 HORIZONTAL
CELL VENTS; LOCATE
AT EACH CAP JOINT
MARBLE NICHE COVERS
PRE-CAST CONCRETE
COLUMBARIUM UNITS
ANCHOR PRECAST NICHE TO CIP STEM
WALL; SEE SUBMITTAL REQUIREMENTS
DECORATIVE AGGREGATE,
6" DEPTH MIN.
STONE TYPE 1: FULL VENEER
2" SEALANT w/BACKER ROD
TYPE 1 HORIZONTAL CELL VENT.
SPACED BETWEEN NICHE/NICHE &
NICHE/VENEER JUNCTION
WRAP DRAINAGE FILL
W/GEOTEXTILE FABRIC.
OVERLAP @ TOP 6" MIN.
4" HDPE PERFORATED
UNDERDRAIN SLOPE @ 0.5% MIN.
DAMP PROOFING
HOLD DOWN 3" BELOW FINISH
GRADE; EXTEND DAMP PROOFING
DOWN TO TOP OF FOOTING
DRAINAGE FILL
THICKENED-
EDGE
CONC.
PAVEMENT
DAMP PROOFING TO COVER UNEXPOSED
STONE AND CONC SURFACES, TYP.
RAINSCREEN DRAINAGE MAT
EPDM THRU-WALL FLASHING
TYPE 2 STONE: THIN VENEER
SS EXPANDED MESH LATH, CENTER
IN 12" MORTAR SCRATCH COAT
TYPE 2 WEEP VENT, SPACE 10" O.C.
ABOVE THRU-WALL FLASHING CUT
FLUSH TO MORTAR JOINT
DAMP PROOFING
CIP CONC WALL
EPDM THRU-WALL FLASHING
RAINSCREEN DRAINAGE MAT
FABRIC LAYER
SS EXPANDED MESH LATH
SCRATCH COAT
TYPE 2 STONE: THIN VENEER
TYPE 2 WEEP VENT
DAMP PROOFING TO COVER UNEXPOSED
STONE AND CONC SURFACES, TYP.
FINISH GRADE
2" MORTAR AT BOTTOM ONLY
CONT. SELF ADHESIVE EPDM
THRU WALL FLASHING
MORTAR HAUNCH
TYPE 1 CELL VENT,
(BEYOND) @ EACH JOINT
MORTAR MESH IN 1" AIRSPACE,
FULL HEIGHT OF WALL/COLUMN
SS CONT. METAL TERMINATION BAR
SEALANT
8" CONCAVE MORTAR JOINT
STONE TYPE 1: FULL VENEER
DAMP PROOFING TO COVER
UNEXPOSED STONE & CONC
SURFACES, TYP.
EXPANSION JOINT (TYP.)
THICKENED-EDGE CONC. PVMT.
2" MORTAR AT BOTTOM ONLY
CONT. SELF ADHESIVE EPDM
THRU WALL FLASHING
MORTAR HAUNCH
TYPE 1 CELL VENT,
(BEYOND) @ EACH JOINT
MORTAR MESH IN 1" AIRSPACE,
FULL HEIGHT OF WALL/COLUMN
SS CONT. METAL TERMINATION BAR
SEALANT
8" CONCAVE MORTAR JOINT
STONE TYPE 1: FULL VENEER
DAMP PROOFING TO COVER UNEXPOSED
STONE & CONC SURFACES, TYP.
FINISH GRADE
2" MORTAR AT BOTTOM ONLY
CONT. SELF ADHESIVE EPDM
THRU WALL FLASHING
MORTAR HAUNCH
TYPE 1 CELL VENT,
(BEYOND) @ EACH JOINT
MORTAR MESH IN 1" AIRSPACE,
FULL HEIGHT OF WALL/COLUMN
SS CONT. METAL TERMINATION BAR
SEALANT
8" CONCAVE MORTAR JOINT
STONE TYPE 1: FULL VENEER
DAMP PROOFING TO COVER UNEXPOSED
STONE AND CONC SURFACES, TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \p ha se
\1 c ol um ba riu m d et ai ls
.d w jfa hr en ka m d:
3/ 9/
:4 lo t:3 /9
/2
6:
P
M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
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 #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
SCALE:1
COLUMBARIUM NICHE WALL SECTION
1/2" = 1'-0"' (30" x 42" PAPER SIZE) SCALE:2
COLUMBARIUM NICHE WALL SECTION
1/2" = 1'-0"' (30" x 42" PAPER SIZE) SCALE:4
COLUMBARIUM PIER SECTION
1/2" = 1'-0"' (30" x 42" PAPER SIZE) SCALE:5
COLUMBARIUM PIER SECTION
1/2" = 1'-0"' (30" x 42" PAPER SIZE)SCALE:3
COLUMBARIUM RETAINING NICHE WALL SECTION
1/2" = 1'-0"' (30" x 42" PAPER SIZE)
CC507
CC507
CC507
5 CC507
CC507
CC507
CC507
CC507
CC507
JAFJDL
COLUMBARIUM DETAILS 1
SCALE:6
COL. PIER ELEVATION END FACE
1/2" = 1'-0"' (30" x 42" PAPER SIZE)
SCALE:7
CAP SETTING SECTION DETAIL , TYP
1-1/2" = 1'-0"' (30" x 42" PAPER SIZE) SCALE:8
CAP SETTING DETAIL @ THIN VENEER, TYP
3" = 1'-0"' (30" x 42" PAPER SIZE)
SCALE:10
CAP DRIP EDGE DETAIL, TYP.
6" = 1'-0"' (30" x 42" PAPER SIZE)
CC507
CC507
CC507
CC507
CC507
SCALE:9
NICHE UNIT CAP SETTING DETAIL, TYP.
3" = 1'-0"' (30" x 42" PAPER SIZE)
SCALE:11
NICHE WALL BASE SECTION
3" = 1'-0"' (30" x 42" PAPER SIZE) SCALE:12
COLUMN WALL BASE SECTION
3" = 1'-0"' (30" x 42" PAPER SIZE)
CC507
CC507
RETAINING WALL NICHE SINGLE SIDED NICE WALL DOUBLE SIDED NICE WALL
NICHE WALL BASE SECTION
w/FLORAL STRIP
RETAINING NICHE WALL
EXTERIOR BASE SECTION
NICHE WALL EXTERIOR
BASE SECTION
COLLUM BASE SECTION
AT PAVEMENT
COLLUM BASE SECTION
AT TURF FINISH GRADE
DOUBLE SIDED NICHE WALL
SINGLE SIDED NICHE WALL
NOTE:
1. STONE TYPE 1 (VENEER AND CAPS): INDIANA LIMESTONE STANDARD SILVER BLUFF STONE. SEE SPECS; SEE PLAN FOR SIZES.
COLOR, PATTERN & SIZES TO MATCH EXIST CEMETERY STONE WORK AT COLUMBARIUM A.
2. STONE TYPE 2 (FULL & THIN VENEER): DIMENSIONAL FOND DU LAC TAILORED BLEND STONE. SEE SPECS; SEE PLAN FOR SIZES.
COLOR, PATTERN & SIZES TO MATCH EXIST CEMETERY STONE WORK AT COLUMBARIUM A. SIZE RANGES INCLUDE 7"x4" MIN. - 1'-4"x7" MAX.
1'-10"
PRE-CAST CONCRETE
COLUMBARIUM NICHE:
PROVIDE LIFTING
INSERTS, REINFORCING,
AND WELD PLATES PER
SPECIFICATIONS, TYP.
INSTALL TYPE 304 STAINLESS STEEL ANCHOR BOLTS, WASHERS & EXPANSION SHIELDS
PER SUBMITTAL REQUIREMENTS; FIELD INSTALL & FILL WITH SEALANT, TYP.
SIDE - ELEVATION FRONT - ELEVATION
5x5 or 5x10
CLOSED ENDS
MARBLE NICHE COVERS:
PRE-DRILLED HOLES
FOR ATTACHMENT, TYP.
STAINLESS STEEL
ROSETTE, TYP.
WELD PLATE SUBMITTAL REQUIREMENTS (TYP.)
7'
-0
2"
1'-8"
11 2"
1' -2
1 2"
1' -3
11 2"
2"
2" 1'
-3
4"
1' -3
3 4"
2" 11
2"
11 2" 11 2"
7' -0
FRONT - ELEVATION
5x7 or 5x10
OPEN LEFT END
7'-0" (5x7) or 10'-0 (5x10)
2" 1'
-3
4"
1' -3
3 4"
2"
11 2" 11 2"
7' -0
5'-11 2" (5x5) or 10'-11
2" (5x10)
FRONT - ELEVATION
5x4 or 5x5 or 5x8
OPEN ENDS
3'-10 12" (5x4) or 4'-1- 12" (5x5) or 6'-10 12" (5x8)
2"
1' -3
4"
1' -3
3 4"
2"
11 2" 11 2"
7' -0
NICHE COVER SIDE
STAINLESS STEEL ROSETTE
1/2" CAST IN PLACE HOLE W/
3/8" Ø S.S. THREADED ROD,
NUTS AND PLASTIC SHIMS.
MARBLE NICHE COVERS W/ PRE-DRILLED
DIA. HOLES TO ACCEPT ROSETTE & BOLT -
COVERS ARE 11-1/2" WIDTH x 1'-3-3/4" HEIGHT x 34" THICK
NEOPRENE WASHER 5/8" (TYP.)
STAINLESS STEEL ROSETTE
SPANNER HEAD 3/16" x 1 1/2" S.S.
BOLT (TYP.) THROUGH 1/4" DIAM.
DRILLED HOLE.
1/2" CAST IN PLACE HOLE
PRECAST CONCRETE
NICHE
MOUNTING BRACKET
4" x 1 34" S.S. EXPANSION
BOLT, LOCK WASHER &
HEX NUT (TYP.)
PLASTIC SHIMS
NOTE:
GRAY MARBLE COVER TO BE
PROVIDED BY GOVERNMENT &
INSTALLED BY CONTRACTOR.
ELEVATION
3/4" MARBLE
COVER
STAINLESS STEEL
ROSETTE MATTE
FINISH
STAINLESS STEEL
BRACKET
1/2" CAST IN PLACE
HOLE
ALL EXPOSED CONCRETE (NICHE FRONTS
SHALL BE GROUND OR PATCHED SMOOTH:
APPLY 2 COATS SPECIFIED HIGH BOND
SEALER ALL EDGES OF THE FRONT, BACK &
CORNERS SHALL BE SMOOTH SAWN &
FINISHED WITH A CLEAN 18" ARIS (EASED
EDGE)
PRE-DRILLED WITH 38"
HOLE TO
ACCEPT BOLTS &
ROSETTES
(4) TYP. VERIFY
PRIOR TO
INSTALLATION
3/8" Ø x 3" S.S. THREADED ROD, LOCK
WASHER & HEX NUTS AND PLASTIC
SHIMS, TYP.
1' -3
AT
F
AC
E
20" 3/4"
1/
2"
AT
F
AC
E
3/ 4"
10-1/2" INSIDE
NICHE (FACE)
1 1/4"
1/
4"
10" INSIDE
NICHE (BACK)
1'
/4
O
VE
R
AL
L (C
O
VE
R
1' -2
/2
" I N
SI
D
E N
IC
H
E (B
AC
K)
1' -3
" I N
SI
D
E N
IC
H
E (F
AC
E)
10-1/2" INSIDE
NICHE (FACE)
11-1/4"OVERALL
(COVER)
3/4"
1/
2"
3/ 4"
STAINLESS
STEEL TAMPER;
PROOF SCREW
STAINLESS STEEL
CLIP ANGLE
ASSEMBLY
PLASTIC WASHER
PLASTIC LOCKWASHER
SS BOLT & HEX NUT,
1/4"-20 X 2 1/2" LONG
SS SPRING CLIP
SS SPRING CLIP
NICHE COVER MOUNTING
BRACKET, SEE 11/L-8.8
1" DIA. STAINLESS STEEL ROSETTE W/ WHITE COLOR
NEOPRENE WASHER
SECTIONFRONT
ELEVATION
STAINLESS STEEL ROSETTE
(VA STANDARD); SATIN FINISH.
PROVIDE PRODUCT LITERATURE &
SAMPLE FOR APPROVAL.
WHITE COLOR
NEOPRENE WASHER
3/16" x 1 3/4" LENGTH
STAINLESS STEEL
TAMPER-PROOF
SPANNER HEAD BOLT
1" D
IA
3/ 4"
D
IA
M
IN
1'
/4
" O
VE
R
AL
L (C
O
VE
R
PRE-DRILLED WITH 38"
HOLE TO ACCEPT BOLTS
AND ROSETTES (4) TYP.
VERIFY PRIOR TO
INSTALLATION
4" MARBLE NICHE COVER
ALL EDGES OF THE
FRONT, BACK, AND
CORNERS SHALL BE
SMOOTH SAWN AND
FINISHED WITH A CLEAN
8" ARIS (EASED EDGE)
ALL EDGES OF
THE FRONT, BACK,
AND CORNERS
SHALL BE SMOOTH
SAWN AND
FINISHED WITH A
CLEAN 18" ARIS
(EASED EDGE)
9"
NOTE:
THE MAXIMUM DIMENSIONAL TOLERANCES FOR THE NICHE COVERS
SHALL BE AS DEFINED IN THE TECHNICAL SPECIFICATIONS.
FRONT VIEW SIDE VIEW
11 1/4" OVERALL
(COVER)
1/ 2"
A
A
3"
2"
4"
4"
SECTION A-A SECTION B-B
BB
4" THICK
STAINLESS STEEL
WELD PLATE
WITH 2" STUDS
STAINLESS STEEL STRAP
WELDED TO WELD PLATES.
DO NOT WELD JOINT.
SIZE VARIES; SEE PLAN
PLAN
ELEVATION SECTION
HEAVY DUTY STAINLESS
STEEL THREADED
SPRING-CLIP TO RECEIVE
ROSETTE BOLT
16" x 34" SLOTS
3/64" THICK STAMPED STAINLESS
STEEL ANGLE W/ (2) SLOTS
SIDE VIEW FRONT VIEW PLAN VIEW
1/ 2"
1/
4"
1" 1/2" 1 1/2"
1 1/4"
1/
4"
1 1/4" 1/4"
3/4"
1/ 2"
1/
2"
A
B
C
D
E
GRID
CL
CL
EQ. EQ.
CL
GRID
CL
CL
CL
CL
CL
CL
A
B
C
D
E
GRID
CL
CL
EQ.EQ.
8"
4"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \p ha se
\1 c ol um ba riu m d et ai ls
.d w jfa hr en ka m d:
3/ 9/
:4 lo t:3 /9
/2
6:
P
M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
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 #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
SCALE:1
COLUMBARIUM NICHE WALL SECTION
3/4" = 1'-0" (30" x 42" PAPER SIZE)
SCALE:5
S.S. ROSETTE CONNECTION
1/2" = 1'-0" (30" x 42" PAPER SIZE)
SCALE:2
NICHE COVER MOUNTING BRACKET
N.T.S.
SCALE:3
MARBLE NICHE COVERS
1-1/2" = 1' (30" x 42" PAPER SIZE) SCALE:4
S.S. ROSETTE
N.T.S. SCALE:6
NICHE UNIT WELD PLATE
N.T.S.
SCALE:7
COLUMBARIA NICHE BAY AND NICHE PIER IDENTIFICATION
1/2" = 1'-0"' (30" x 42" PAPER SIZE) SCALE:8
COLUMBARIA
NICHE ROW IDENTIFICATION
1/2" = 1'-0"' (30" x 42" PAPER SIZE)
NICHE BAY ID
8" TALL BRONZE
NUMBER POST
MOUNTED IN EPOXY.
NICHE BAY ID
8" TALL BRONZE
NUMBER POST
MOUNTED IN EPOXY.
NICHE BAY ID
8" TALL BRONZE
NUMBER POST
MOUNTED IN EPOXY.
NICHE COLUMN ID
BRONZE NUMBER COLUMN
INDICATOR POST MOUNTED IN
EPOXY. CTR HORIZONTAL ON CTR
OF NICHE COVER PLATE, & CTR OF
CAP FACE. SIZE TO MATCH
EXISTING COLUMBARIUM A.
NICHE COLUMN ID
BRONZE NUMBER COLUMN
INDICATOR POST MOUNTED IN
EPOXY. CTR HORIZONTAL ON CTR
OF NICHE COVER PLATE, & CTR OF
CAP FACE. SIZE TO MATCH
EXISTING COLUMBARIUM A.
NICHE COLUMN ID
BRONZE NUMBER COLUMN
INDICATOR POST MOUNTED IN
EPOXY. CTR HORIZONTAL ON CTR
OF NICHE COVER PLATE, & CTR
OF CAP FACE. SIZE TO MATCH
EXISTING COLUMBARIUM A.
NICHE ROW ID
BRONZE LETTER ROW INDICATOR
POST MOUNTED IN EPOXY. SIZE TO
MATCH EXISTING COLUMBARIUM A.
NOTE:
LOCATE NICHE ROW ID'S
ON EACH PIER SIDE WALL
FACING COLUMBARIA
NICHE UNITS
NOTE:
PIER IDENTIFICATION NUMBER POST IS ON CENTERLINE OF FACE OF PIER WALL TO MARBLE NICHE COVER
NICHE ROW/
NICHE PIER ID
NICHE ROW/
NICHE PIER ID
NICHE ROW/
NICHE PIER ID
PIER
NICHE
COLUMN NICHE
COLUMN
NICHE
COLUMN
PIER PIER
CC508
JAFJDL
COLUMBARIUM DETAILS 2
34 46
STONE TYPE 1:
FULL VENEER
STONE TYPE 1:
CAP STONE
FINISHED GRADE (BEHIND WALL)
SEE GRADING PLAN
FINISHED GRADE
SEE GRADING PLAN
AINING WALL HORIZONTAL
OURSE TO BE IN ALIGNED
WITH ADJACENT COLUMN
ONTAL STONE COURSE OF
SIMILAR HEIGHTS, TYP.
1'-8"
CL
T.O.
WALL
TML
TML
STONE TYPE 1; CAP
SS MASONRY TIES
STONE TYPE 1;
FULL VENEER
CIP CONC MASONRY
LEDGE, TYP.
EXPANSION JOINT.
GRID
CL
2'-0"
90°
2" SEALED EXPANSION
JOINT BETWEEN
STONE CAP SECTIONS
AND COLUMBARIUM
COLUMNS
SLOPE OF CAP,
TYP.
STONE TYPE 1:
CAP STONE
2"
3' -6
3'
-6
3' -6
2'
-4 1 4"
2'-1
3'-6"
5'-8
'-0
1 4"
4°
CL
2" SEALED EXPANSION
JOINT BETWEEN
STONE CAP SECTIONS
AND COLUMBARIUM
COLUMNS
CAST-IN-PLACE
CONCRETE
STONE TYPE 1:
FULL VENEER
'-1
13 4"
5'-6
1'-8"
CL
CL
4°
GRID GRID
CAST-IN-PLACE
CONCRETE
STONE TYPE 1:
FULL VENEER
CL
CL
7' -1
1"
4'-101 8"
1' -8
103°
EDGE OF
COLUMBARIUM
PLAZA
GRID
CL
CL
SLOPE OF CAP,
TYP.
STONE TYPE 1:
CAP STONE
4' -6
4'
-0 1 2"
1'-115 8" 3'-6"
8' -7
2' -0
5'-61 8"
EDGE OF
COLUMBARIUM
PLAZA
STONE TYPE 1:
FULL VENEER
STONE TYPE 1:
CAP STONE
FINISHED GRADE
SEE GRADING PLAN
FINISHED GRADE (BEHIND WALL)
SEE GRADING PLAN
RETAINING WALL HORIZONTAL STONE
COURSE TO BE IN ALIGNMENT WITH
ADJACENT COLUMN HORIZONTAL STONE
COURSE OF SIMILAR HEIGHTS, TYP.
1'-8"
CL
T.O.
WALL
TML
TML
STONE TYPE 1; CAP
SS MASONRY TIES
STONE TYPE 1; FULL VENEER
CIP CONC MASONRY
LEDGE, TYP.
EXPANSION JOINT.CIP REINF. CONC. STAIRCASE
w/MEDIUM BROOM FINISH &
FTG - REF TO STRUCTURAL.
EXPANSION JOINT
CONCRETE PLAZA SLAB
1-1/2" DIA. METAL PIPE
HANDRAIL (RAILS &
POST WELDED)
T.O. STAIR
B.O. STAIR
1'-0"
5'-0"
3' -0
3' -0
1'-0"
STONE TYPE 1: FULL VENEER 34"
RECESSED COURSING SHALL BE
EXTRUDED TO BE FLUSH WITH
WHERE STAIRS ABUTS STONE
SECTION CUT
T.O. STAIR
CIP REINF. CONC. STAIRCASE
w/MEDIUM BROOM FINISH &
FTG - REF TO STRUCTURAL.
EXPANSION JOINT
CONCRETE PLAZA SLAB
1'-0"
5'-0"
3' -0
3' -0
1'-0"
1-1/2" DIA. METAL
HANDRAIL (RAILS
POST WELDED)
STONE TYPE 1: FULL VENEER 34"
RECESSED COURSING SHALL BE
EXTRUDED TO BE FLUSH WITH
WHERE STAIRS ABUTS STONE
SECTION CUT
STONE TYPE 1:
FULL VENEER
STONE TYPE 1:
CAP STONE
FINISHED GRADE
SEE GRADING PLAN
FINISHED GRADE (BEHIND WALL)
SEE GRADING PLAN
RETAINING WALL HORIZONTAL
STONE COURSE TO BE IN
ALIGNMENT WITH ADJACENT
COLUMN HORIZONTAL STONE
COURSE OF SIMILAR HEIGHTS, TYP.
STONE TYPE 1:
FULL VENEER
STONE TYPE 1:
CAP STONE
FINISHED GRADE
(BEHIND WALL)
SEE GRADING PLAN
RETAINING WALL HORIZONTAL
STONE COURSE TO BE IN ALIGNED
WITH ADJACENT COLUMN
HORIZONTAL STONE COURSE OF
SIMILAR HEIGHTS, TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \p ha se
\1 c ol re ta in in g w al l d et ai ls .d w jfa hr en ka m d:
3/
9/
:2 lo t:3
/9 /2
6:
P M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
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 #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
SCALE:1
COLUMBARIUM WALL ELEVATION - WEST FLANK - EXTERIOR
3/8" = 1' (30" x 42" PAPER SIZE)
SCALE:9
COLUMBARIUM WALL SECTION - WEST FLANK
3/4" = 1' (30" x 42" PAPER SIZE) SCALE:11
COLUMBARIUM WALL SECTION - EAST FLANK
3/4" = 1' (30" x 42" PAPER SIZE)
SCALE:6
COLUMBARIUM WALL ELEVATION - WEST FLANK
3/8" = 1' (30" x 42" PAPER SIZE)
SCALE:1
COLUMBARIUM WALL ELEVATION - WEST FLANK - INTERIOR
3/8" = 1' (30" x 42" PAPER SIZE) SCALE:3
COLUMBARIUM WALL ELEVATION - EAST FLANK - EXTERIOR
3/8" = 1' (30" x 42" PAPER SIZE) SCALE:4
COLUMBARIUM WALL ELEVATION - EAST FLANK - INTERIOR
3/8" = 1' (30" x 42" PAPER SIZE)
SCALE:5
COLUMBARIUM WALL CAP PLAN - WEST FLANK
3/8" = 1' (30" x 42" PAPER SIZE) SCALE:8
COLUMBARIUM WALL PLAN - EAST FLANK
3/8" = 1' (30" x 42" PAPER SIZE)SCALE:7
COLUMBARIUM WALL CAP PLAN - EAST FLANK
3/8" = 1' (30" x 42" PAPER SIZE)
SCALE:10
COLUMBARIUM STAIR SECTION - WEST FLANK
1/2" = 1' (30" x 42" PAPER SIZE) SCALE:12
COLUMBARIUM STAIR SECTION - EAST FLANK
1/2" = 1' (30" x 42" PAPER SIZE)
CC509
JAFJDL
RETAINING WALL DETAILS 1
CC509
CC509
CC509
CC509
File details come from the government source that posted it. Updated .