LS300_Pages from 18125 DNC_BID_20260211.pdf
PDF 2 MB Posted
- Solicitation number
- 36C78626B0007
About this file
This is an architectural drawing document for the Columbarium Sections at Dayton National Cemetery Gravesite Expansion project. The document, prepared by Anderson Architect/Engineer of Record, provides detailed construction specifications and cross-sectional views for columbarium wall installations and related structural components.
The drawing illustrates eight distinct sections (numbered 1-8) that detail: Perimeter End Column Section, Perimeter Niche Wall Section, Column to Niche Wall Cross-Section, Perimeter Connector Wall Section, Wing Wall Section, Double-Sided Column Section, Double-Sided Niche Wall Section, and Columbarium Stair Sections for both West and East Wing Walls. Each section specifies materials and construction details including cast-in-place concrete stem walls, stone veneers (identified as Stone Type 1 for full veneer and stone caps, and Stone Type 2 for banding), precast concrete niche units, expansion joints, and metal handrails. The document references additional details in related sheets (1/LS100, 1/LS504, 1/LS502, 1/LS503) and includes scale notations (3/4" = 1'-0" and 1/4" = 1'-0") for plan and elevation views. Construction details specify dimensions, material callouts with identification circles, and notes regarding stone coursing, air gaps, and connection requirements for stairs abutting stone surfaces. This is a bid document produced under the U.S. Department of Veterans Affairs and is identified as drawing sheet LS300.
View the file
Other files
Show all 44
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
STONE TYPE 1:
STONE CAP
STONE TYPE 1:
FULL VENEER
5 HIGH PRECAST CONCRETE
NICHE UNITS
MARBLE NICHE COVER, TYP.
(VA SUPPLIED)
CAST-IN-PLACE CONCRETE
STEM WALL
LS502
1 TYP
LS503
1 TYP
LS502
5 TYP
TML
SEE 1/LS100
TSW
SEE 1/LS100
STONE TYPE 1:
STONE CAP
STONE TYPE 1:
FULL VENEER
CAST-IN-PLACE CONCRETE
STEM WALL
LS502
2 TYP
LS502
3 TYP
LS503
3 TYP
STAINLESS STEEL MASONRY TIES, TYP.
TML
SEE 1/LS100
TOW
SEE 1/LS100
LS502
4 TYP
LS502
5 TYP
LS503
2 TYP
STONE TYPE 2:
FULL VENEER
CAST-IN-PLACE CONCRETE
STEM WALL
STONE TYPE 1:
STONE BANDING
TML
SEE 1/LS100
TOW
SEE 1/LS100
STONE TYPE 1:
STONE CAP
STONE TYPE 1:
FULL VENEER
5 HIGH PRECAST CONCRETE
NICHE UNITS
CAST-IN-PLACE CONCRETE
STEM WALL
LS503
10 TYP
TML
SEE 1/LS100
TOW
SEE 1/LS100
TSW
SEE 1/LS100
TML
SEE 1/LS100
TOW
SEE 1/LS100
STONE TYPE 1: CAP
STONE TYPE 1: FULL VENEER
EXPANSION JOINT
CAST-IN-PLACE
CONCTRETE STEM WALL
LS502
3 TYP
LS502
6 TYP
STONE TYPE 1:
STONE CAP
STONE TYPE 1:
END COLUMN FULL VENEER
FINISH GRADE
CAST-IN-PLACE CONCRETE
STEM WALL
DECORATIVE AGGREGATE
FLOWER STRIPLS502
2 TYP
LS502
2 TYP
LS503
3 TYP
GRID
TML
SEE 1/LS100
TOW
SEE 1/LS100
STAINLESS STEEL MASONRY TIES, TYP.
STONE TYPE 1 : STONE CAP
5 HIGH PRECAST CONCRETE
COLUMBARIUM NICHE UNITS
FINISH GRADE
MARBLE NICHE COVER, TYP.
(VA SUPPLIED)
STONE TYPE 1: BASE STONE
CAST IN PLACE CONCRETE
STEM WALL
DECORATIVE AGGREGATE
FLOWER STRIP
LS502
1 TYP
LS503
1 TYP
GRID
6"
TML
SEE 1/LS100
TSW
SEE 1/LS100
3'- 0"
1'-0" 1'-0"
3'- 0"
3'-0" 1-1/2" DIA. METAL HANDRAIL
(RAILS POST WELDED);
SEE DETAILS 6/LS504
CONCRETE PLAZA SLAB
EXPANSION JOINT
CAST-IN-PLACE REINFORCED CONCRETE
STAIRCASE w/MEDIUM BROOM FINISH; SEE 1/S102.
STONE TYPE 1: FULL VENEER 3/4" RECESSED COURSING
SHALL BE EXTRUDED TO BE FLUSH WITH WHERE STAIRS
ABUTS STONE
SECTION ELEVATION AT
FLUSH VENEER COURSE
LS504
6 TYP
LS504
7 TYPT.O. STAIR
B.O. STAIR
CAST-IN-PLACE STEM WALL
AIR GAP
STONE TYPE 1: FULL VENEER
EXPANSION JOINT
CAST-IN-PLACE CONCRETE STAIR LS504
6 TYP
EQ
EQ
STONE TYPE 1: FULL VENEER 3/4" RECESSED
COURSING SHALL BE EXTRUDED TO BE
FLUSH WITH WHERE STAIRS ABUTS STONE
1'-0" 1'-0"
3'- 0"
4'-0"
CONCRETE PLAZA SLAB
EXPANSION JOINT
CAST-IN-PLACE REINFORCED CONCRETE
STAIRCASE w/MEDIUM BROOM FINISH; SEE 1/S102.
1-1/2" DIA. METAL HANDRAIL
(RAILS POST WELDED);
SEE DETAILS 6/LS503
STONE TYPE 1: FULL VENEER 3/4"
RECESSED COURSING SHALL BE
EXTRUDED TO BE FLUSH WITH WHERE
STAIRS ABUTS STONE
SECTION ELEVATION AT
FLUSH VENEER COURSE
LS504
6 TYP
LS504
7 TYPT.O. STAIR
B.O. STAIR
CAST-IN-PLACE STEM WALL
AIR GAP
STONE TYPE 1: FULL VENEER
EXPANSION JOINT
CAST-IN-PLACE CONCRETE STAIR
LS504
6 TYP
EQ
EQ
EQ
3'- 0"
STONE TYPE 1: FULL
VENEER 3/4" RECESSED
COURSING SHALL BE
EXTRUDED TO BE FLUSH
WITH WHERE STAIRS
ABUTS STONE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
Office of
Design and Construction
Services 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
IRRIGATION:
WATER IN
MOTION, INC.
GEOTECHNICAL:
TERRACON
COST ESTIMATING:
OCMI
175 JAMES AVENUE NORTH
MINNEAPOLIS, MN 55405
952.229.1911
TIMOTHY MALOOLY
611 LUNKEN PARK DRIVE
CINCINNATI, OHIO 45226
513.612.9020
JEFF DUNLAP, PE
2100 NORTH GREENVILLE AVENUE
RICHARDSON, TEXAS 75082
469.431.0571
KYLE VEATER
BID DOCUMENTS
C :\U se rs
\rl ie be lt\
D oc um en ts \1
D N
C C ol um ba riu m _R
JL
ie be lt4
8.
rv t
-0 2-
:1 9:
PM
COLUMBARIUM - SECTIONS DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
4400 W THIRD ST, DAYTON, OH 45428
810CM3033
DECEMBER 5, 2025 JAF RJL18125
LS300
3/4" = 1'-0"6 DOUBLE-SIDED COLUMN SECTION - TYP.
3/4" = 1'-0"2 PERIMETER NICHE WALL SECTION - TYP.
3/4" = 1'-0"1 PERIMETER END COLUMN SECTION - TYP.
3/4" = 1'-0"4 PERIMETER CONNECTOR WALL SECTION - TYP.
3/4" = 1'-0"3 COLUMN TO NICHE WALL CROSS-SECTION, TYP.
3/4" = 1'-0"7 DOUBLE-SIDED NICHE WALL SECTION - TYP.
3/4" = 1'-0"9 COLUMBARIUM STAIR SECTION - EAST WING WALL
3/4" = 1'-0"8 COLUMBARIUM STAIR SECTION - WEST WING WALL
3/4" = 1'-0"5 WING WALL SECTION - TYP.
Revisions: Date:
File details come from the government source that posted it. Updated .