LS301.pdf
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- Solicitation number
- 36C78626B0007
About this file
This is a technical architectural drawing showing detailed sections and specifications for a memorial wall construction at Dayton National Cemetery. The document, prepared by Anderson Architect/Engineer of Record, presents four primary detail sections: a memorial wall column section (typical), a marker wall section (typical), a marker wall cap setting section detail (typical), and a stone type 1-4 stem wall base section.
The specifications detail the construction components including cast-in-place concrete stem walls with full stone veneer (Stone Type 2), precast concrete marker walls, and stone caps secured with 3/8" sealant and backer rod along cap joints. Key construction elements include continuous self-adhesive EPDM membrane, epoxy stainless steel pins set at locations and angles per stone cap manufacturer specifications, and delegated design anchor connections of precast walls into cast-in-place concrete as referenced in delegated design notes. Additional components specified include thickened edge concrete pavements, decorative aggregate floor strips, and various structural details for mortared and dry-laid stone placement. The drawing is identified as BID DOCUMENTS for the Dayton National Cemetery Gravesite Expansion project, with drawing number LS301 and revision date of September 2, 2022.
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Text version
STONE TYPE 1: SINGLE-SIDED
STONE CAP
FINISH GRADE
STONE TYPE 1: BASE STONE
PRECAST CONCRETE MARKER
WALL
STONE TYPE 2: ASHLAR
MARBLE MARKER, TYP.
(VA SUPPLIED)
4" HDPE PERFORATED DRAINTILE
ROSETT MARKER BOLT, TYP.
(VA SUPPLIED)
DECORATIVE AGGREGATE
FLOWER STRIP
THICKENED EDGE
CONCRETE PAVEMENT
FREE-DRAINING AGGREGATE/
GRANULAR DRAINAGE BACKFILL
LS301
LS502
TYP
LS301
TYP
TSW
SEE STRUCTURAL
ANCHOR CAP INTO
CAST-IN-PLACE
CONCRETE
STONE TYPE 1:
END COLUMN STONE CAP
STONE TYPE 1:
END COLUMN FULL VENEER
FINISH GRADE
C.I.P. CONCRETE STEM WALL
DECORATIVE AGGREGATE
FLOWER STRIP
THICKENED EDGE
CONCRETE PAVEMENT
FREE-DRAINING AGGREGATE/
GRANULAR DRAINAGE BACKFILL
LS301
TYP
LS502
TYP
TSW
SEE STRUCTURAL
LS503
TYP
STAINLESS STEEL MASONRY TIES, TYP.
FIELD DRILL AT LOCATION AND ANGLE
AS PER STONE CAP MANUFACTURER,
EPOXY STAINLESS PIN IN-PLACE
3/8" SEALANT W/BACKER ROD, CONT.
ALONG CAP JOINT.
CONT. SELF
ADHESIVE EPDM
CAST-IN-PLACE CONCRETE.
STEM WALL, SEE PLANS
STONE TYPE 2: FULL VENEER
PRECAST CONCRETE MARKER
WALL
LS503
TYP
FREE-DRAINING AGGREGATE/
GRANULAR
DRAINAGE BACKFILL
3/8" MORTAR JOINT
DECORATIVE AGGREGATE FLOWER STRIP
THICKENED-EDGE CONCRETE PAVEMENT
DAMP PROOFING HOLD DOWN 3" BELOW
FINISH GRADE; EXTRND DAMP
PROOFING DOWN TO TOP OF FOOTING
PRE-CAST CONCRETE MARKER
WALL
TYPE 1 HORIZONTAL CELL VENT.
SPACED BETWEEN NICHE/NICHE &
NICHE/VENEER JUNCTION
3/8" SEALANT W/BACKER ROD
STONE TYPE 1: BASE STONE;
MORTARED SOLID IN PLACE
1'- 6"
SEALANT
CONTINUOUS TERMINATION BAR
THRU-WALL DRIP EDGE FLASHING
7 5 /8"
TY
P.
ANCHOR CONNECTION OF PRECAST WALL INTO CAST-
IN-PLACE CONCRETE DELEGATED DESIGN. SEE
DELEGATED DESIGN NOTES 1/LS500.
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
\ib la nc o\
D oc um en ts \1
D N
C M em or ia l W al l_
R
_i bl an co
.rv t
7/ 7/
:4
7:
P M
MEMORIAL WALL - SECTIONS DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
4400 W THIRD ST, DAYTON, OH 45428
810CM3033
DECEMBER 5, 2025 JD RJL18125
LS301
3/4" = 1'-0"2 MARKER WALL SECTION - TYP.
3/4" = 1'-0"1 MEMORIAL WALL COLUMN SECTION - TYP.
1 1/2" = 1'-0"3 MARKER WALL CAP SETTING SECTION DETAIL, TYP.
3" = 1'-0"4 STONE TYPE 1 AT STEM WALL BASE
Revisions: Date:
ADDENDUM 2 7/8/2026
2 AMENDMENT 02
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