Bid Drawings Volume 14 of 14_STRUC ELECT_810CM3033 Gravesite Expansion with FCA Deficiencies at Dayton NC.pdf

GENERAL CONSTRUCTION NOTES:

1. ALL WORK SHALL COMPLY WITH THE PG-18-10 STRUCTURAL DESIGN MANUAL

DATED 7/1/2023 AS APPROVED BY THE DEPARTMENT OF VETERANS AFFAIRS. THE

FOLLOWING CODES APPLY:

-INTERNATIONAL BUILDING CODE 2024

-ASCE/SEI 7-22

-VA HANDBOOK H-18-8 SEISMIC DESIGN REQUIREMENTS

2. REFERENCE STANDARDS: UNLESS OTHERWISE NOTED (U.O.N.), ALL STANDARDS

SHALL BE CURRENT EDITION, WITH LATEST ADDENDA, IF APPLICABLE.

3. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, SITE

ELEVATIONS, DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK AND

SHALL NOTIFY THE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES OR

INCONSISTENCIES.

4. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL

NOTES.

5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE

THE MEANS OR METHOD OF CONSTRUCTION. TEMPORARY BRACING AND

SHORING AGAINST WIND AND ERECTION CONDITIONS DURING CONSTRUCTION

OF THE BUILDING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF THE

STRUCTURE DURING ALL PHASES OF DEMOLITION, CONSTRUCTION, AND

INSTALLATION.

6. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION

MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

7. VERIFY LOCATION OF BOX OUTS AND OPENINGS WITH MECHANICAL

CONTRACTORS. OPENING SIZES AND LOCATIONS SHOWN FOR PIPES, DUCTS ETC.

ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED WITH THE

MECHANICAL CONTRACTOR BEFORE COMMENCING THE WORK.

8. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR LOCATIONS

DO NOT COINCIDE WITH EQUIPMENT SHOWN ON PLANS, COORDINATE

ADJUSTMENTS WITH THE STRUCTURAL ENGINEER.

9. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE

APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACEMENT THROUGH

STRUCTURAL MEMBERS.

10. CONTRACTOR SHALL PROVIDE A CAST-IN SLEEVE FOR ALL HORIZONTAL

ELEMENTS THAT EXTEND THROUGH FOOTING. IE: DRAIN TILE, ELECTRICAL

CONDUIT, MECHANICAL PIPING, ETC. ALL SLEEVES SHALL BE COORDINATED

WITH ARCHITECT/ENGINEER.

11. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC., SHALL BE

DIMENSIONED, REVIEWED, COORDINATED, AND SIGNED/ STAMPED BY THE

GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE STRUCTURAL ENGINEER.

12. FABRICATOR SHALL CLEARLY NOTE CHANGES MADE IN THE SHOP DRAWINGS

WHICH DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. REVIEWED

APPROVAL SHOP DRAWINGS SHOWING ENGINEERS COMMENTS ACCOMPANIED

WITH RECORD SET SHOP SHOP DRAWINGS, SHALL BE AVAILABLE FOR

REFERENCE AT THE CONSTRUCTION SITE.

13. CONCRETE ANCHORS SHALL BE SIMPSON 'TITEN HD" SCREW ANCHORS OR

EQUIVALENT (U.O.N.). INSTALL ANCHORS USING THE MANUFACTURER'S

RECOMMENDATIONS.

FOUNDATION NOTES:

1. FOOTING ELEVATIONS ARE TO TOP OF FOOTING (T.O. FTG.), UNLESS

OTHERWISE NOTED.

2. FOOTINGS ARE DESIGNED FOR A MINIMUM NET ALLOWABLE SOIL

BEARING PRESSURE OF 2500psf FOR CONTINUOUS AND 1500 psf FOR

PAD FOOTINGS. FOUNDATION DESIGN COMPLIES W/ GEOTECHNICAL

REPORT DATED: 12/20/2024 BY TERRACON

3. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR

ENGINEERED FILL. SOILS SHALL BE OBSERVED AND APPROVED BY A

GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FOOTING

CONCRETE. IF NATURAL UNDISTURBED SOILS ARE NOT ENCOUNTERED

AND/OR INADEQUATE SOILS ARE NOTED AT FOOTING BEARING LEVEL,

ARCHITECT/ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING

WITH FURTHER WORK AT THOSE FOOTING LOCATIONS.

4. PROTECT FOOTINGS FROM THE ACTION OF WATER OR FREEZING.

5. FOOTINGS ARE CENTERED UNDER WALLS ABOVE - UNLESS

OTHERWISE NOTED.

6. PRIOR TO PLACEMENT OF FOOTING CONCRETE, CLEAN FOOTING

EXCAVATIONS OF SNOW, WATER AND DEBRIS.

7. FOOTINGS MAY NOT BE EARTH FORMED.

EXCAVATION & BACKFILL NOTES:

1. EXCAVATION AND BACKFILL SHALL BE EXECUTED IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS.

2. BACKFILL, & COMPACTION SHALL BE INSPECTED AND CERTIFIED BY A LICENSED

GEOTECHNICAL ENGINEER. REPORTS ARE TO BE SUBMITTED TO THE

ARCHITECT/ ENGINEER.

3. FOOTING EXCAVATIONS SHALL BE EXCAVATED TO PROPER LINE AND LEVEL TO

ENSURE MINIMUM CONCRETE COVER OF FOOTING REINFORCEMENT FOR

FOOTING DEPTH.

4. BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS. FLOODING OR

WATER INUNDATION SHALL NOT BE PERMITTED.

5. BACKFILL SHALL BE PLACED IN ALTERNATING LIFTS ON EACH SIDE OF THE

FOUNDATION WALLS TO MAINTAIN STABILITY OF THE FOUNDATION WALLS.

6. BACKFILL SHALL NOT BE PLACED AGAINST BASEMENT FOUNDATION WALLS

UNLESS WALLS ARE ADEQUATELY BRACED TOP AND BOTTOM. FINAL WALL

BRACING IS BASEMENT SLAB OR ENGINEERED BACKFILL AND 1ST FLOOR

STRUCTURE. IF THESE ELEMENTS ARE NOT IN PLACE AT TIME OF BACKFILL,

CONTRACTOR SHALL PROVIDE AN ENGINEERED, TEMPORARY BRACING

SYSTEM. THE TEMPORARY BRACING SYSTEM PROPOSED SHALL BE SUBMITTED

TO THE ARCHITECT/ ENGINEER FOR REVIEW PRIOR TO BACKFILLING.

CONCRETE NOTES:

1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE

INSTITUTE (ACI) CODES AND SPECIFICATIONS, LATEST EDITION. ACI 301

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 315 "DETAILS &

DETAILING OF CONCRETE REINFORCEMENT" ACI 318 "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE".

2. CONCRETE MIX DESIGN SHALL BE BY AN INDEPENDENT TESTING

LABORATORY.

3. CAST-IN-PLACE CONCRETE SHALL BE SUBJECT TO TESTING BY AN

INDEPENDENT TESTING LABORATORY. SEE PROJECT SPECIFICATIONS FOR

REQUIREMENTS.

4. NON WELDED REINFORCING STEEL SHALL BE GRADE 60 DEFORMED,

BILLET-STEEL, ASTM A615, U.O.N. ALL WELDED WIRE FABRIC (WWF) SHALL

BE PLAIN, ASTM A185.

5. WELDED REINFORCING STEEL SHALL BE GRADE 60, LOW CARBON, ASTM

A706.

6. PROVIDE EXTRA REINFORCEMENT AROUND ALL OPENINGS GREATER THAN

12" SQUARE OR 12" IN DIAMETER, INCLUDING DOOR OPENINGS, IN

CONCRETE WALLS & SLABS. PROVIDE 2 - #5 BARS @ 3" O.C., ON EACH SIDE

OF THE OPENING EXTENDING 24" BEYOND THE CORNER OF THE OPENING &

2 - #5 BARS AT 3" O.C. BY 3'-0" LONG DIAGONAL BARS AT EACH CORNER.

PLACE DIAGONAL BARS CENTERED ON CORNER @ 2" CLEAR OF CORNER.

ADDITIONAL REINFORCEMENT SHALL BE PROVIDED AT EACH LAYER OF

REINFORCING.

7. REINFORCING STEEL SHALL BE BENT, SPLICED, AND PLACED IN

ACCORDANCE WITH THE ACI 301 (LATEST EDITION).

8. PROVIDE ADEQUATE SUPPORT BARS AND ACCESSORIES TO HOLD

REINFORCING BARS FIRMLY IN PLACE TO SPECIFIED COVERAGES.

9. CONTROL JOINTS SHALL BE PLACED IN A SQUARE PATTERN WITH A

MAXIMUM SPACING OF 10' - 0" O.C. FOR 4" THICK SLAB, 12' - 0" O.C. FOR 5"

THICK SLAB, 15' - 0" O.C. FOR 6" THICK SLAB. WHERE A SQUARE PATTERN IS

NOT POSSIBLE, THE MAXIMUM LONG SIDE TO SHORT SIDE OF THE JOINT

PATTERN SHALL NOT EXCEED A RATIO OF 1.5:1. CONSTRUCTION JOINTS

SHALL BE LOCATED BY THE CONTRACTOR AS REQUIRED FOR

CONSTRUCTION WITH A MAXIMUM OF 3,000 SQUARE FEET.

10. CAST DOWELS, WITH STD 90 DEGREE HOOK, IN FOOTINGS FOR CONCRETE

PIERS AND WALLS ABOVE. DOWELS SHALL BE THE SAME SIZE AND NUMBER

AS THE VERTICAL REINFORCING. (U.O.N.)

11. CONCRETE MIX DESIGNS REQUIREMENTS: - AGGREGATES SHALL

CONFORM TO ASTM C33. - CONCRETE EXPOSED TO FREEZE THAW SHALL

HAVE 4.5%-7.5% AIR. - WATER/CEMENT RATIO 0.4 MAX. FOR FOOTINGS AND

WALLS, 0.4 MAX. FOR SLABS - NO FLY ASH IN EXPOSED SLABS, 0.25 MAX.

FLY ASH/CEMENT RATIO IN ALL OTHER APPLICATIONS - WATER PROOFING

ADMIXTURE ADD FOR EXTERIOR EXPOSED CONCRETE.

12 INJECTION ADHESIVE ANCHORS SHALL BE SIMPSON "SET-3G" USING

STANDARD 36 KSI THREADED RODS (U.O.N.). SEE SPECIFICATIONS FOR

USAGE. INSTALL ANCHORS IN STRUCTURAL CONFORMANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

CAST-IN-PLACE CONCRETE COMPRESSIVE STREGNTHS

FOOTINGS 5000 psi

EXTERIOR FOUNDATION WALLS 5000 psi

PIERS 5000 psi

WALLS 5000 psi

REINFORCING CLEAR CONCRETE COVER

CONCRETE ON SOIL 3"

SLABS ON GRADE MIDHEIGHT

FORMED WALLS & STRUCTURAL SLABS EXPOSED TO EARTH OR

WEATHER: #6 THRU #18

2"

FORMED WALLS & STRUCTURAL SLABS EXPOSED TO EARTH OR

WEATHER: #5 OR SMALLER

1 1/2"

FORMED WALLS & STRUCTURAL SLABS NOT EXPOSED TO EARTH OR

WEATHER: #11 AND SMALLER

3/4"

BEAMS AND COLUMNS (COVER TO STIRRUPS OR TIES) 1 1/2"

CONC. REINFORCING BAR LAP SPLICE

SCHEDULE

BAR SIZE

f'c = 3000 psi.

f'c = 4000 psi.

f'c = 5000 psi.

CLASS

"B"

CLASS

"B"

CLASS

"B"

#3 22" 20" 18"

#4 30" 26" 22"

#5 36" 32" 28"

#6 44" 38" 34"

#7 64" 54" 50"

#8 72" 62" 56"

#9 82" 70" 64"

#10 92" 80" 70"

#11 102" 88" 78"

BAR LAP SCHEDULE NOTES:

A. REINFORCING BAR LAP SPLICE SCHEDULE APPLIES TO UNCOATED, GRADE 60

REINFORCING BAR NORMAL WEIGHT CONCRETE.

B. PROVIDE CLASS "B" LAP UNLESS OTHERWISE NOTED.

C. FOR EPOXY COATED BAR, MULTIPLY THE NOTED LENGTHS BY 1.5.

D. FOR LIGHT WEIGHT CONCRETE, MULTIPLY THE NOTED LENGTHS BY 1.3.

E. MAXIMUM SPACING OF BARS BEING LAPPED IS ONE FIFTH THE LAP SPLICE

LENGTH, NOT TO EXCEED 6".

F. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE

PLACED BELOW HORIZONTAL REINFORCEMENT.FOR TOP BARS, MULTIPLY THE

NOTED LENGTHS BY 1.3.

16. DESIGN LOADS:

LATERAL LOADS (WIND -

MSFRS)

IMPORTANCE FACTOR 1.0 Iw

ULTIMATE WIND SPEED (3 SECOND GUST) 100MPH.

NOMINAL WIND SPEED 78MPH.

RISK CATEGORY I

WIND EXPOSURE "C"

INTERNAL PRESSURE COEFF +/- 0.18

LATERAL LOADS

(SEISMIC - MSFRS)

RISK CATEGORY l

SEISMIC IMPORTANCE FACTOR Ie = 1

MAPPED SPECTRAL RESPONSE Ss = 0.2

MAPPED SPECTRAL RESPONSE S1 = 0.08

DESIGN SPECTRAL RESPONSE Sds = 0.14

DESIGN SPECTRAL RESPONSE Sd1 = 0.07

SITE CLASS C

SEISMIC DESIGN CATEGORY B

SEISMIC FORCE RESISTING SYSTEM RIGID

NON-BUILDING

STRUCTURE

DESIGN BASE SHEAR V = 0.042W

SEISMIC RESPONCE COEFFICIENT Cs = 0.042

RESPONSE MODIFICATION FACTOR N/A

ANALYSIS PROCEDURE RIGID

NON-BUILDING

STRUCTURE

ABBREVIATIONS & SYMBOLS:

+/- PLUS OR MINUS

@ AT

A.B. ANCHOR BOLT

A.P.A. AMERICAN PLYWOOD

ASSOCIATION

A.S.T.M. AMERICAN SOCIETY OF TESTING

MATERIALS

ARCH. ARCHITECTURAL

B.B. BOND BEAM

B.O. BOTTOM OF

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

C CHANNEL

C.M.U. CONCRETE MASONRY UNIT

CCJ CONSTRUCTION CONTROL JOINT

CJ CONTROL JOINT

CL. CENTER LINE

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

D.L. DEAD LOAD

D.T. DOUBLE TEE / DRAIN TILE

DBL. DOUBLE

DIA. DIAMETER

DIM. DIMENSION

DWL. DOWEL

E.F. EACH FACE

E.J. EXPANSION JOINT

E.W. EACH WAY

EA. EACH

EL. ELEVATION

ELEV. ELEVATOR

EQ. EQUAL

EX. EXISTING

EXC. EXCAVATION

EXP. EXPANSION

F.D. FLOOR DRAIN

FDN. FOUNDATION

FT. FEET

FTG. FOOTING

G.C. GENERAL CONTRACTOR

G.T. GIRDER TRUSS

GA. GAUGE

GALV. GALVANIZE

HC. HOLLOWCORE

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

I.F. INSIDE FACE

INT. INTERIOR

JST. JOIST

KLF. KIPS PER LINEAR FOOT

KSI. KIPS PER SQUARE INCH

L ANGLE

LB LEDGER BEAM

LL LIVE LOAD / DOUBLE ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

LWC LIGHT WEIGHT CONCRETE

M.C. MECHANICAL CONTRACTOR

MAS. MASONRY

MAX. MAXIMUM

MECH. MECHANICAL

MFG. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

N. NORTH

N.T.S. NOT TO SCALE

NS. NON-SHRINK

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

O.H. OVERHEAD

OPNG. OPENING

ORIG. ORIGINAL

P.A.F. POWDER ACTUATED FASTENER

P.C. PRECAST CONCRETE

PART. PARTITION

PL. PLATE

PLF POUNDS PER LINEAR FOOT

PNL. PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PW PLYWOOD

R. OR

RAD.

RADIUS

R.D. ROOF DRAIN

REINF. REINFORCING

REQD. REQUIRED

S.A. STUD ANCHOR

S.B. SOIL BORING

S.D. SEE DETAIL

S.D.L. SUPERIMPOSED DEAD LOAD

S.E.R. STRUCTURAL ENGINEER OF

RECORD

S.L. SNOW LOAD

S.L.L. SUPERIMPOSED LIVE LOAD

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SHT. SHEET

SIM. SIMILAR

SPA. SPACING / SPACES

SPECS. SPECIFICATIONS

SQ. SQUARE

STD. STANDARD

STL. STEEL

T & B TOP & BOTTOM

T & G TONGUE & GROOVE

T.M.L. TOP OF MASONRY LEDGE

T.O. TOP OF

T.O.B. TOP OF BEAM

T.O.J. TOP OF JOIST

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.S.E. TOP OF STEEL ELEVATION

T.S.W. TOP OF STEM WALL

TEMP. TEMPORARY

THK. THICK / THICKENED

TRANS. TRANSVERSE

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

V. / VER. VERIFY

VERT. VERTICAL

W.L. WIND LOAD

W/ WITH

W/O WITH OUT

WD. WOOD

WTS. WEIGHTS

WWF WELDED WIRE FABRIC

DEFERRED SUBMITTAL SCHEDULE:

PRECAST COLUMBARIUM NICHES & CONNECTIONS

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

Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST. DAYTON, OH

45428

BID DOCUMENTS

2/5/2026

C U s e rs \d w e n tl a n d \D o c u m e n ts \1

S R

V T d w e n tl a n d G

T X

W

.r v t

/2

/2

:2

:1

P

M

NOTE SHEET

2/5/2026 SV DW18125

S-001

810-CM3033

PRE-CAST CONCRETE COLUMBARIUM UNITS - DELEGATED DESIGN REQUIREMENTS:

1. THE CONTRACTOR SHALL PROVIDE STRUCTURAL DESIGN OF THE PRE-CAST CONCRETE

COLUMBARIUM UNITS. STRUCTURAL DESIGN SHALL BE SUBMITTED BY THE CONTRACTOR TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND ENGINEER OF RECORD (EOR) AS A

DELEGATED DESIGN SUBMITTAL. DELEGATED SUBMITTALS SHALL INCLUDE DRAWINGS AND

CALCULATIONS STAMPED AND SIGNED BY AN ENGINEER APPROPRIATELY LICENSED IN THE STATE OF

CONSTRUCTION.

2. THE PURPOSE OF THE EOR'S REVIEW SHALL BE IN DETERMINING THE DRAWINGS AND

CALCULATIONS HAVE BEEN PROPERLY SEALED, THAT THE LOAD CRITERIA IS IN GENERAL

CONFORMANCE WITH THE CONTRACT DOCUMENTS AND THE REFERENCED BUILDING CODE(S), AND

THAT CONNECTIONS TO THE PRIMARY STRUCTURE COMPLY WITH THE STRUCTURE'S DESIGNED

CAPABILITIES.

INCLUDED IN THE STRUCTURAL CALCULATIONS AND DESIGN, AT MINIMUM, SHALL BE:

A. DESIGN OF PRE-CAST CONCRETE COLUMBARIUM UNITS.

B. CONNECTION OF PRE-CAST UNITS TO STRUCTURAL FOUNDATIONS, BOTTOM AND TOP.

C. CONNECTION OF PRE-CAST UNITS, BACK TO BACK AND END TO END.

D. CONNECTION OF PRE-CAST UNITS TO NATURAL STONE CAPS.

3. REFER TO SPECIFICATION 03 48 24 - PRE-CAST CONCRETE COLUMBARIUM UNITS.

4. THE STRUCTURAL ENGINEER WILL RELY ON THE SPECIALTY ENGINEER'S SEAL AS CERTIFICATION THAT THE ITEMS DESIGNED BY THE SPECIALTY ENGINEER COMPLY WITH THE CRITERIA SET FORTH IN

THE CONTRACT DOCUMENTS AND APPLICABLE CODES AND STANDARDS. THE STRUCTURAL

ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF DESIGNS PROVIDED BY OTHERS.

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

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 # 18125Date:

GEOTECHNICAL

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

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

Project Title

Location

4400 W THIRD ST, DAYTON, OH 45428

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

Issue Date

FEBRUARY 5, 2026

BID DOCUMENTS

Project Number

Building Number

810-CM3-033

1 2

A

B

C

D

E

M

G

I

J

K

L

N

O

P

Q

F

H

14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 0"

128' - 0"

8'

7"

3'

1/

4"

5'

3/

4"

1'

7"

1'

1/

4"

8'

7"

3"

1/

2"

3'

0"

2'

3/

4"

2'

1/

4"

3'

0"

3'

3/

4"

2'

1/

4"

3'

0"

4'

1/

2"

/4

FS5

FS6x26

FS5

FS5

FS5

FS5

FS5FS5

FS5

FS5

FC4

FC4

FC4 FC4

FC4

FC4

P3

P6

P2

P1

P7 P6

P2 P2

P4

P1

P5

2' - 3" TYP.

3' - 9"

2'

3"

2' - 9 1/2"

2'

3"

2'

3"

2' - 9 1/2" 2'

3"

2' - 3"

FC3.5

FC3.5

3 4 5 6 7 8 9

FS6x23

FS6x31

FS6x26

FS6x23

FS6x22

FS6x26

FS6x23

P1

P1

P1

P1

P1

P1

P1

P1

P1 P1 P1

P1 P1

P14

S-102

S-102

S-102

S-102

FC2

FC2

FC2

FC2

S-102

S-102

S-102

S-102

S-102

S-102

S-102

S-102

TYP @

ALL PIERS

TYP @

ALL PIERS

North

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

Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST. DAYTON, OH

45428

BID DOCUMENTS

2/5/2026

C U s e rs \d w e n tl a n d \D o c u m e n ts \1

S R

V T d w e n tl a n d G

T X

W

.r v t

/2

/2

:2

:1

P

M

COLUMBARIUM FOUNDATION

PLAN

2/5/2026 SV DW18125

S-101

1. VERIFY ALL DIMENSIONS WITH LANDSCAPE ARCHITECTURAL DRAWINGS.

2. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

3. P# = PIER MARK - SEE PIER SCHEDULE ON THIS SHEET.

4. FC/S/T# = FOOTING MARK - SEE FOOTING SCHEDULE ON THIS SHEET.

5. TOP OF FOOTING ELEVATION IS INDICATED AS 2'-8" BELOW THE TOP OF

MASONRY LEDGE. SEE LA DRAWINGS FOR CONFIRMATION OF FINAL

ELEVATIONS. THE MINIMUM TOP OF FOOTING ELEVATION SHALL BE 2'-8"

BELOW FINISHED GRADE. NOTIFY ENGINEER IMMEDIATELY IF SITE

CONDITIONS DO NOT ALLOW THIS REQUIREMENT TO BE MET.

6. STEP WALL FOOTING EVERY 1'-0" OF GRADE CHANGE S.D. 3/S-102.

SHEET NOTES:

1/8" = 1'-0"

FOOTING & FOUNDATION PLAN

T.O. EXT. FOOTING EL. =VARIES SEE

Schedule - Footings

MARK WIDTH DEPTH

REINFORCING

COMMENTS

TRANSVERSE LONGITUDINAL

FC2 2'-0" CONT. 1'-0" #5 @ 1'-0" O.C. 2 - #5

FC3.5

3'-6" CONT. 1'-0" #5 @ 1'-0" O.C. 4 - #5 RIENF.@ TOP

& BOT.

FC4 4'-0" CONT. 1'-0" #5 @ 1'-0" O.C. 4 - #5

FS5 5'-0" x 5'-0" 1'-0" 7 - #5 7 - #5

FS6x22 6'-0" x 22'-0" 1'-0" #5 @ 11" O.C. 8 - #5

FS6x23 6'-0" x 23'-0" 1'-0" #5 @ 11" O.C. 8 - #5

FS6x26 6'-0" x 26'-0" 1'-0" #5 @ 11" O.C. 8 - #5

FS6x31 6'-0" x 31'-0" 1'-0" #5 @ 11" O.C. 8 - #5

Schedule Notes - Pier

MARK PIER SIZE COMMENTS

P1 2'-3 1/2"x5'-4" S.D. 8/S-102

P2 3'-3 1/2"x3'-3 1/2" S.D. 8/S-102

P3 2'-3 1/2x3'-3 1/2" S.D. 8/S-102

P4 2'-3 1/2x3'-3 1/2" S.D. 8/S-102

P5 3'-3 1/2"x3'-3 1/2" S.D. 8/S-102

P6 2'-3 1/2x3'-3 1/2" S.D. 8/S-102

P7 3'-3 1/2"x3'-3 1/2" S.D. 8/S-102

810-CM3033

SHEET NOTE #5 & #6

L6X6X5/16 ANGLE @ EACH PIER FACE WITH NICHE ABUTMENT.

FASTEN WITH (2) 1/2" DIA. SIMPSON "TITEN HD" SCREW ANCHORS,

3 1/4" MIN EMBED. SEE LANDSCAPE DETAILS 3/LS300 & 10/LS503.

KEY NOTES:

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

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 # 18125Date:

GEOTECHNICAL

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

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

Project Title

Location

4400 W THIRD ST, DAYTON, OH 45428

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

Issue Date

FEBRUARY 5, 2026

BID DOCUMENTS

Project Number

Building Number

810-CM3-033

T.S.W

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.S.W

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.O.W

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.O.W

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.S.W

EL. = SEE LA

T.O.W

EL. = SEE LA

T.S.W

EL. = SEE LA

T.O.W

EL. = SEE LA

T.S.W

EL. = SEE LA

T.O.W

EL. = SEE LA

T.S.W

EL. = SEE LA

T.O.W

EL. = SEE LA

T.O.W

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.S.W

EL. = SEE LA

T.O.W

EL. = SEE LA

T.S.W

EL. = SEE LA

T.O.W

EL. = SEE LA

T.S.W

EL. = SEE LA

T.O.W

EL. = SEE LA

T.M.L.

EL. = SEE LA T.M.L.

EL. = SEE LA

T.M.L.

EL. = SEE LA T.M.L.

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.M.L.

EL. = SEE LA

BOND BREAK

SLAB ON GRADE

SEE LA

#5 @ 1'-4" O.C.

EACH WAY

TYPICAL

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

TYPICAL

DWL. TO MATCH

@ EACH VERT.

TYPICAL

#4 @ 1'-4" O.C.

EACH WAY

#4 DWL. @ 1'-4" O.C.

GRANULAR FILL

BOND BREAK

SLAB ON GRADE

SEE LA

3" CLR. - U.O.N.

8"

8"

V E

R

IF

Y

#4 DWL. @ 1'-4" O.C.

8" VERIFY

#3 @ EACH NOSING

6"

3" CLR.

1" CLR. - TYP.

2'

8" M

IN

NOTE:

1. REFER TO LA PLANS FOR FINAL LOCATIONS OF WALL

CONSTRUCTION JOINTS. NOTIFY LANDSCAPE ARCHITECT IF

JOINTS EXCEED CRITERIA BELOW.

2. JOINT MAXIMUM SPACING = 20'-0" FOR WALLS 3'-0" OR GREATER.

3. JOINT MAXIMUM SPACING = 30'-0" FOR WALLS 2'-0" - 3'-0"

4. JOINT MAXIMUM SPACING = 45'-0" FOR WALLS 2'-0" AND SMALLER

1"

1/2"

S

IZ

E

R E

IN

F

S E

E P

LA

N

F O

R

1 1/2"

6" 6"

SEE SCHED.

LAP SPLICE3" CLR.VERT. CAULK JOIST @

EACH FACE

2" x 6" x 6" LONG. VERT. KEYWAY (2" x 4" x 6" @ 8" WALL) EVENLY

SPACED BETWEEN HORIZ. REINF.

SPACING. KEYWAY CONT. WHERE

WATERSTOP IS REQUIRED

VERT. CAULK

VERT. ROD STOCK

WATERSTOP

WHERE

REQUIRED

SEE SCHED.

LAP SPLICE2a U.O.N.

a

SEE PLAN

3" CLR. - TYP.

DEPTH 1'-0" MIN.

EQUAL TO FTG.

2a U.O.N.

NOTES:

1. SEE PLAN FOR FOOTING SIZE AND REINFORCING.

2. SLOPED OR STEPPED FOOTINGS SHALL BE CAST AS A UNIT.

3. STEPPED FOOTING LINES SHOWN ON PLAN ARE @ BOTTOM OF FOOTING.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

3" CLR. TYP.

DWL. TO MATCH

@ EACH VERT.

#5 HORIZ @ 1'-6" O.C.

@ EA. VERTICAL ROW

4-ROWS OF #5 VERTS

@ 1'-0" O.C.

3' - 9"

PRECAST NICHE

UNIT - SEE LA

STAINLESS STEEL ANCHORS

INTO NICHE UNITS BY PC

SUPPLIER

5 1/2" 2' - 10" 5 1/2"

TYP.

1 1/2" CLR.

GRID

EQ EQ EQ

STONE CAP - SEE LA

VARIES

SEE LA/CIVIL

STAINLESS STEEL

ANCHORAGE BY

PC SUPPLIER

1/2" JOINT

M

IN

STONE VENEER

SEE LA

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

3" CLR. TYP.

DWL. TO MATCH

@ EACH VERT.

#5 HORIZ @ 1'-0" O.C.

@ EA. VERTICAL ROW

3-ROWS OF #5 VERTS

@ 1'-0" O.C.

2' - 3"

PRECAST NICHE

UNIT - SEE LA

5" 1' - 5" 5"

TYP.

1 1/2" CLR.

GRID

STONE CAP - SEE LA

VARIES

SEE LA/CIVIL

STAINLESS STEEL

ANCHORAGE BY

PC SUPPLIER

1/2" JOINT

M

IN

STAINLESS STEEL ANCHORS

INTO NICHE UNITS BY PC

SUPPLIER

STONE VENEER

SEE LA.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

3" CLR. TYP.

DWL. TO MATCH

@ EACH VERT.

#5 HORIZ @ 1'-6" O.C.

@ EA. VERTICAL ROW

3-ROWS OF #5 VERTS

@ 1'-6" O.C.

1' - 6"

1/2" DIA. x6" HAS-R 316 STAINLESS

STEEL THREADED ROD W/ HILTI HIT-HY

200 ADHEASIVE 4 PER CAP

5" 8" 5"

STONE CAP - SEE LA

VARIES

SEE LA/CIVIL

M

IN

STONE VENEER

SEE L.A.

2" CLR. TYP.

#5 @ 1'-6" EA. WAY

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

3" CLR. TYP.

DWL. TO MATCH

@ EACH VERT.

#5 HORIZ @ 1'-0" O.C.

@ EA. VERTICAL ROW

3-ROWS OF #5 VERTS

@ 1'-0" O.C.

2' - 9 1/2"

STONE VENEER

SEE LA

5" 1' - 11 1/2" 5"

TYP.

1 1/2" CLR.

GRID

STONE CAP - SEE LA

VARIES

SEE LA/CIVIL

M

IN

1/2" DIA. x6" HAS-R 316 STAINLESS

STEEL THREADED ROD W/ HILTI HIT-HY

200 ADHEASIVE 4 PER CAP

5'

4"

2' - 3 1/2"

GRID

MARK P1

RUN FDN. WALL

REINF. THRU PIER

TYP.

GRID

1/

2" 2'

1/ 2"

3'

1/

2"

3' - 3 1/2"

GRID

MARK P2

RUN FDN. WALL

REINF. THRU PIER

TYP.

GRID

5" 1'

5"

5"

3'

1/

2"

2' - 3 1/2"

GRID

MARK P3

RUN FDN. WALL

REINF. THRU PIER

TYP.

GRID

5" 1'

5"

5"

MARK P4

3'

1/

2"

3' - 3"

GRID

MARK P5

RUN FDN. WALL

REINF. THRU PIER

TYP.

GRID

5" 1'

5"

5"

20-#6 VERTS WITH #

3 TIES @ 1'-0" O.C.

18-#6 VERTS WITH

#3 TIES @ 1'-0" O.C.

14-#6 VERTS WITH

#3 TIES @ 1'-0" O.C.

20-#6 VERTS WITH

#3 TIES @ 1'-0" O.C.

DWL. TO MATCH

@ EA. VERT.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

STONE VENEER

SEE LA

SEE PLAN

3" CLR. TYP.

TYP.

1 1/2" CLR.

VARIES

SEE LA/CIVIL

GRID

3-#3 TIES

@ 3" O.C.

STONE CAP

SEE LA1/2" DIA.x6" HAS-R 316

STAINLESS STEEL

THREADED ROD W/ HILTI

HIT-HY 200 ADHESIVE 4

PER CAP

6" 1' - 3 1/2" 6"

6" 2'

2"

2'

2" 6"

3'

9"

2' - 9 1/2"

1' - 11 1/2"

2'

3"

2'

3"

6"

1'

3/

4" 1'

3/ 4"

6"

6" 1' - 3 1/2" 6"

3'

1/

2"

2' - 3 1/2"

GRID

RUN FDN. WALL

REINF. THRU PIER

TYP.

GRID

5" 1'

5"

5"

14-#6 VERTS WITH

#3 TIES @ 1'-0" O.C.

2'

3"

6"

1'

3/

4" 1'

3/ 4"

6"

6" 1' - 3 1/2" 6" 1' - 5"

2' - 3"

2'

3"

MARK P6

3'

1/

2"

3' - 3 1/2"

GRID

RUN FDN. WALL

REINF. THRU PIER

TYP.

GRID

5" 1'

5"

5"

18-#6 VERTS WITH

#3 TIES @ 1'-0" O.C.

2' - 9 1/2"

1' - 11 1/2"

2'

3"

3'

1/

2"

3' - 3 1/2"

GRID

MARK P7

RUN FDN. WALL

REINF. THRU PIER

TYP.

GRID

1/

4"

1'

5"

1/ 4"

20-#6 VERTS WITH

#3 TIES @ 1'-0" O.C.

2'

1/

2"

6"

1' - 1 3/4" 1' - 1 3/4"

6"

M

IN

1' - 4 7/8"

/4

1'

3/

4"

1'

3/

4"

/4

6"

1'

3/

4" 1'

3/ 4"

6"

10 1/4"

/4

/4

6" 1'

3/ 4"

1'

3/

4"

6"

/4

2'

1/

2"

1' - 4 5/8"

/4

SIZE & REINF.

SEE PLAN FOR

6"

1' - 1 3/4" 1' - 1 3/4"

6"

6"

1' - 1 3/4" 1' - 1 3/4"

6" 6"

1' - 1 3/4" 1' - 1 3/4"

6"

6"

1'

3/

4" 1'

3/ 4"

6"

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

Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST. DAYTON, OH

45428

BID DOCUMENTS

2/5/2026

C U s e rs \d w e n tl a n d \D o c u m e n ts \1

S R

V T d w e n tl a n d G

T X

W

.r v t

/2

/2

:2

:1

P

M

FOOTING & FOUNDATION DETAILS

2/5/2026 SV DW18125

S-102

810-CM3033

1/2" = 1'-0"S-102

1 STAIR DETAIL

1/2" = 1'-0"S-102

2 WALL CONSTRUCTION JOINT DETAIL

1/2" = 1'-0"S-102

3 STEPPED FOOTING DETAIL

1/2" = 1'-0"S-102

4 EXTERIOR WALL DETAIL

1/2" = 1'-0"S-102

5 EXTERIOR WALL DETAIL

1/2" = 1'-0"S-102

6 EXTERIOR WALL DETAIL

1/2" = 1'-0"S-102

7 EXTERIOR WALL DETAIL

1/2" = 1'-0"S-102

8 EXTERIOR PIER DETAIL

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

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 # 18125Date:

GEOTECHNICAL

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

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

Project Title

Location

4400 W THIRD ST, DAYTON, OH 45428

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

Issue Date

FEBRUARY 5, 2026

BID DOCUMENTS

Project Number

Building Number

810-CM3-033

T.M.L.

EL. = SEE LA

T.S.W.

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.S.W.

EL. = SEE LA

T.O.W.

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.O.W.

EL. = SEE LA

T.M.L.

EL. = SEE LA

A.9

2'

1/

4"

P1P1

A

B

1 2 3

11' - 6 1/4" 11' - 6 1/4"

FS4.5x27.5

P1P1 3'

1/ 2"

1/

2"

S-103

DWL. TO MATCH

@ EA. VERT.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

3" CLR. TYP.

DWL. TO MATCH

@ EACH VERT.

#5 HORIZ @ 1'-4" O.C.

@ EA. VERTICAL ROW

4-ROWS #5 VERTS

@ 1'-4" O.C.

5"

1' - 2 1/4" 3"

5"

1 1/2" TYP.

CONCRETE MEMORIAL

WALL

5" 8"

PRECAST

PANEL SEE L.A.

STONE VENEER SEE L.A.

1/2" DIA. x6" HAS-R 316 STAINLESS

STEEL THREADED ROD W/ HILTI HIT-HY

200 ADHEASIVE 4 PER CAP

2' -8

M

IN

1' - 2 1/4"

#5 @ 1'-6" EACH WAY

STONE CAP

SEE L.A.

5/

8"

1'

1/

2"

5/

8"

5 1/4"

1' - 1 3/4" 1' - 1 3/4"

5 1/4"

GRID

MARK P1

RUN FDN. WALL

REINF. THRU PIER

TYP.

8-#6 VERTS. W/

3-TIES @ 1'-0" O.C.

U.O.N.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

STONE VENEER

SEE LA

3" CLR. TYP.

TYP.

3" CLR.

DWL. TO MATCH

@ EACH VERT.

3 - #3 TIES

@ 3" O.C.

SEE PLAN

GRID

3" TYP.

SIZE & REINF.

SEE PLAN FOR

CONCRETE MEMORIAL

WALL PIER.

3' - 2"

2'

3/

4"

2' - 3 1/4"

1' - 4 3/4"

STONE CAP-CONNECTION

BY SUPPLIER

8" 1' - 2 1/4" 5"

2' -8

M

IN

1/2" DIA. x6" HAS-R 316 STAINLESS

STEEL THREADED ROD W/ HILTI HIT-HY

200 ADHEASIVE 4 PER CAP

North

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

Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST. DAYTON, OH

45428

BID DOCUMENTS

2/5/2026

C U s e rs \d w e n tl a n d

\D o c u m e n ts \1

D

N C

M E

M O

R

IA

L W

A L

L

S R

V T d w e n tl a n d

G T

X

W .r v t

/2

/2

:4

:3

A

M

MEMORIAL WALL FOUNDATION

PLAN

2/5/2026 SV DW18125

S-103

1. VERIFY ALL DIMENSIONS WITH LANDSCAPE ARCHITECTURAL DRAWINGS.

2. SEE SHEET S-101 FOR GENERAL STRUCTURAL NOTES.

3. P# = PIER MARK - SEE PIER SCHEDULE ON THIS SHEET.

4. FC/S/T# = FOOTING MARK - SEE FOOTING SCHEDULE ON THIS SHEET.

5. TOP OF FOOTING ELEVATION IS INDICATED AS 2'-8" BELOW THE TOP OF

MASONRY LEDGE. SEE LA DRAWINGS FOR CONFIRMATION OF FINAL

ELEVATIONS. THE MINIMUM TOP OF FOOTING ELEVATION SHALL BE 2'-8"

BELOW FINISHED GRADE. NOTIFY ENGINEER IMMEDIATELY IF SITE

CONDITIONS DO NOT ALLOW THIS REQUIREMENT TO BE MET.

SHEET NOTES:

1/2" = 1'-0"

FOOTING & FOUNDATION PLAN

T.O. EXT. FOOTING EL. = VARIES

Schedule - Footings

MARK WIDTH DEPTH

REINFORCING

COMMENTS

TRANSVERSE LONGITUDINAL

FS4.5x27.5 4'-6" x 27'-6" 1'-0" #5 @ 1'-0" O.C. 7 - #5 REINF. @ TOP & BOT.

Schedule Notes - Pier

MARK PIER SIZE COMMENTS

P1 2'-2 3/4"X3'-2" S.D. 2/S-103

1/2" = 1'-0"S-103

1 FOUNDATION WALL DETAIL

1/2" = 1'-0"S-103

2 EXTERIOR PIER DETAIL

810-CM3033

SEE SHEET NOTE #5

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

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 # 18125Date:

GEOTECHNICAL

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

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

Project Title

Location

4400 W THIRD ST, DAYTON, OH 45428

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

Issue Date

FEBRUARY 5, 2026

BID DOCUMENTS

Project Number

Building Number

810-CM3-033

T.M.L.

EL. = SEE PLAN

T.S.W.

EL. = SEE LA T.O.W.

EL. = SEE LA

T.M.L.

EL. = SEE PLAN

T.S.W.

EL. = SEE LA

T.O.W.

EL. = SEE LA

T.M.L.

EL. = SEE LA

T.M.L.

EL. = SEE PLAN

T.S.W.

EL. = SEE LA

A B C D E F

20' - 4 1/2" 15' - 8 1/4" 36' - 7 5/8" 12' - 10 1/4" 20' - 4 3/8"

2'

9"

2'

9"

P1P2P1P2P1 P1

FS5FS5FS5 FS5 FS5 FS5

FC4

FC4

2'

1/

2"

S-104

S-104

S-104

S-104

DWL. TO MATCH

@ EA. VERT.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

3" CLR. TYP.

DWL. TO MATCH

@ EACH VERT.

#5 HORIZ @ 1'-4" O.C.

@ EA. VERTICAL ROW

5-ROWS #5 VERTS @

1'-4" O.C.

5" 1' - 11" 5"

1 1/2" TYP.

CONCRETE ENTRY WALL

5" 5"

STONE VENEER SEE L.A.

STONE CAP-

SEE LA

2' -8

M

IN

3-ROWS #5 @

1'-4" O.C. EACH

WAY

1/2" DIA. x6" HAS-R 316 STAINLESS

STEEL THREADED ROD W/ HILTI HIT-HY

200 ADHEASIVE 4 PER CAP

2'

1/

2"

3' - 7 1/2"

GRID

MARK P2

RUN FDN. WALL

REINF. THRU PIER

TYP.

14-#6 VERTS. W/

3-TIES @ 1'-0" O.C.

U.O.N.

DWL. TO MATCH

@ EA. VERT.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

STONE VENEER

SEE LA

3" CLR. TYP.

TYP.

3" CLR.

DWL. TO MATCH

@ EACH VERT.

3 - #3 TIES

@ 3" O.C.

SIZE & REINF.

SEE PLAN FOR

GRID

3" TYP.

#5 HORIZ @ 8" O.C.

@ EA. FACE

#5 VERT @ 8" O.C.

EACH FACE

SIZE & REINF.

SEE PLAN FOR

6" 1' - 3 3/4" 1' - 3 3/4"

6"

CONCRETE ENTRY

WALL PIER

6" 2' - 7 1/2" 6"

6" 1'

1/ 2"

6"

2'

1/

2"

3' - 6"

GRID

MARK P1

RUN FDN. WALL

REINF. THRU PIER

TYP.

14-#6 VERTS. W/

3-TIES @ 1'-0" O.C.

U.O.N.

GRID

5" 1' - 11" 5"

6" 1'

1/ 2"

6"

STONE CAP-CONNECTION

BY SUPPLIER

2' -8

M

IN

5 1/4"

1' - 3 3/4" 1' - 3 3/4"

5 1/4"

5" 11 1/2" 11 1/2" 5"

DWL. TO MATCH

@ EA. VERT.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

3" CLR. TYP.

DWL. TO MATCH

@ EACH VERT.

#5 HORIZ @ 1'-4" O.C.

@ EA. VERTICAL ROW

5-ROWS #5 VERTS @

1'-4" O.C.

5" 1' - 11" 5"

1 1/2" TYP.

CONCRETE ENTRY WALL

5" 5"

STONE VENEER SEE L.A.

STONE CAP-

SEE LA

2' -8

M

IN

3-ROWS #5 @

1'-4" O.C. EACH

WAY

1/2" DIA. x6" HAS-R 316 STAINLESS

STEEL THREADED ROD W/ HILTI HIT-HY

200 ADHEASIVE 4 PER CAP

1"

7"

BASE PLATE, POST, &

CONNECTION PER

MANUFACTURER.

North

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

Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

4400 W THIRD ST. DAYTON, OH

45428

BID DOCUMENTS

2/5/2026

C U s e rs \d w e n tl a n d

\D o c u m e n ts

\1

E

N T

R A

N C

E W

A L

L

S R

V T d w e n tl a n d

G T

X

W .r v t

/2

/2

:4

:2

A

M

ENTRY WALL FOUNDATION PLAN

2/5/2026 SV DW18125

S-104

1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

2. SEE SHEET S-101 FOR GENERAL STRUCTURAL NOTES.

3. P# = PIER MARK - SEE PIER SCHEDULE ON THIS SHEET.

4. FC/S/T# = FOOTING MARK - SEE FOOTING SCHEDULE ON THIS SHEET.

5. TOP OF FOOTING ELEVATION IS INDICATED AS 2'-8" BELOW THE TOP OF

MASONRY LEDGE. SEE LA DRAWINGS FOR CONFIRMATION OF FINAL

ELEVATIONS. THE MINIMUM TOP OF FOOTING ELEVATION SHALL BE 2'-8"

BELOW FINISHED GRADE. NOTIFY ENGINEER IMMEDIATELY IF SITE

CONDITIONS DO NOT ALLOW THIS REQUIREMENT TO BE MET.

SHEET NOTES:

1/8" = 1'-0"

ENTRANCE WALL FOUNDATION PLAN

T.O. EXT. FOOTING EL. =VARIES

Schedule Notes - Pier

MARK PIER SIZE COMMENTS

P1 2'-3 1/2"x3'-7 1/2" S.D. 2/S-104

P2 2'-3 1/2"x3'-7 1/2" S.D. 2/S-104

Schedule - Footings

MARK WIDTH DEPTH

REINFORCING

COMMENTS

TRANSVERSE LONGITUDINAL

FC4 4'-0" CONT. 1'-0" #5 @ 1'-0" O.C. 4 - #5 REINF. @ TOP & BOT.

FS5 5'-0" x 5'-0" 1'-0" 7 - #5 7 - #5 REINF. @ TOP & BOT.

1/2" = 1'-0"S-104

1 FOUNDATION WALL DETAIL

1/2" = 1'-0"S-104

2 EXTERIOR PIER DETAIL

810-CM3033

SEE SHEET NOTE #5

1/2" = 1'-0"S-104

3 FOUNDATION WALL DETAIL

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

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 # 18125Date:

GEOTECHNICAL

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

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

Project Title

Location

4400 W THIRD ST, DAYTON, OH 45428

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

Issue Date

FEBRUARY 5, 2026

BID DOCUMENTS

Project Number

Building Number

810-CM3-033

OS

DL

CO

T

CO

LC

F

F

F

DH

DCL

XXX

XXXX

XX

L1 L2 L3

J

J F1

DO

M

N

X

TV

XXXX

CR

CK

TV

CC

DC

ES

IC

ML

RX

REX

MD

XXX

OS

1P 1 Pole (2P, 3P, 4P, ETC.)

A, Amp Ampere AC Above Counter ACLG Above Ceiling ADO Automatic Door Opener AF Amp Frame AFF Above Finished Floor AFG Above Finished Grade AFI Arc Fault Circuit

Interrupter AHU Air Handling Unit AL Aluminum ALT Alternate AMP Ampere AMPL Amplifier ANNUN Annunciator APPROX Approximately AQ-STAT Aquastat ARCH Architect, Architectural AS Amp Switch AT Amp Trip ATS Automatic Transfer Switch AUTO Automatic AUX Auxiliary AV Audio Visual AWG American Wire Gauge BATT Battery BD Board BLDG Building BMS Building Management System C Conduit CAB Cabinet CAT Catalog CATV Cable Television CB Circuit Breaker CCTV Closed Circuit Television CKT Circuit CLG Ceiling COMB Combination CMPR Compressor CONN Connection CONST Construction CONT Continuation Or Continuous CONTR Contractor CONV Convector CP Circulating Pump CRT Cathode-Ray Tube CT Current Transformer CTR Center CU Copper DCP Domestic Water Circulating Pump DEPT Department DET Detail DIA Diameter DISC Disconnect DIST Distribution DN Down DPR Damper DS Safety Disconnect Switch DT Double Throw DWG Drawing EC Electrical Contractor ELEC Electric, Electrical ELEV Elevator ELU Emergency Lighting Unit EM Emergency EMS Energy Management System EMT Electrical Metallic Tubing EP Electric Pneumatic EQUIP Equipment EWC Electric Water Cooler EXIST Existing EXH Exhaust EXP Explosion Proof FA Fire Alarm FABP Fire Alarm Booster Power

Supply Panel FACP Fire Alarm Control Panel FCU Fan Coil Unit FIXT Fixture FLR Floor FLUOR Fluorescent FU Fuse FUDS Fused Safety Disconnect Switch GA Gauge GAL Gallon GALV Galvanized GC General Contractor GEN Generator GFI Ground Fault Circuit Interrupter GFP Ground Fault Protector GND Ground GRS Galvanized Rigid Steel (Conduit) GYP BD Gypsum Board HOA Hands-Off-Automatic Switch HORIZ Horizontal HP Horsepower HPF High Power Factor HT Height HTG Heating HTR Heater HV High Voltage HVAC Heating, Ventilating And Air

Conditioning IC Interrupting Capacity IG Isolated Ground IMC Intermediate Metal Conduit INCAND Incandescent IR Infrared I/W Interlock With J-BOX Junction Box KV Kilovolt KVA Kilovolt-Ampere KVAR Kilovolt-Ampere Reactive KW Kilowatt KWH Kilowatt Hour LOC Locate Or Location LT Light LTG Lighting LTNG Lightning LV Low Voltage MAX Maximum MAG.S Magnetic Starter M/C Momentary Contact MC Mechanical Contractor

Electrical Abbreviations

Electrical DeviceTags: Uppercase letter(s) indicates Panel ID and circuit number. Lowercase letter indicates designation of controlling switch (where applicable).

Switch ID indicated by a lowercase letter. Switch IDs are unique per space. A switch with an ID "a" controls all devices within the space in which it is located tagged with "a". A switch without a tagged ID controls all lighting fixtures within a space. ID tags may be used on control devices other than switches, such as occupancy sensors or contactors.

Equipment Tags: Equipment ID is indicated by an underlined tag adjacent to the equipment. See the equipment connection schedule for description, electrical requirements, and panel and circuit number. Symbols/graphic appearance of equipment varies.

Solid, arced lines connecting equipment, devices, or fixtures indicate unswitched power circuiting. Wires are only intended to indicate to what circuit devices are connected. Actual connections, circuit routing, installtion, junction boxes, etc. shall be field-determined by the contractor.

Home run to branch circuit panelboard. The equipment name and circuit number(s) are indicated, separated by a hyphen. Homeruns are only intended to indicate panel and circuit number. Actual homerun location shall be field-determined by the contractor.

Power Symbols

Electrical Symbol Legend

Room

MCB Main Circuit Breaker MCC Motor Control Center MDC Main Distribution Center MDP Main Distribution Panel MFR Manufacturer MFS Main Fused Disconnect Switch MH Manhole MIC Microphone MIN Minimum MISC Miscellaneous MLO Main Lugs Only MMS Manual Motor Starter MOA Multioutlet Assembly MSP Motor Starter Panelboard MSBD Main Switchboard MSS Motor Starter Switch MT Mount MT.C Empty Conduit MTS Manual Transfer Switch MTR Motor, Motorized N.C. Normally Closed NEC National Electrical Code NEMA National Electrical

Manufacturer's Association NFDS Non-Fused Safety Disconnect

Switch NIC Not In Contract NL Night Light N.O. Normally Open NPF Normal Power Factor NTS Not To Scale OC On Center OH Overhead OL Overloads PA Public Address PB Pull Box Or Pushbutton PE Pneumatic Electric PED Pedestal PF Power Factor PH Phase PIV Post Indicating Valve PNL Panel PP Power Pole PR Pair PRI Primary PROJ Projection PRV Power Roof Ventilator PT Potential Transformer PVC Polyvinyl Chloride (Conduit) PWR Power QUAN Quantity RCPT Receptacle REQD Required RM Room RSC Rigid Steel Conduit RTU Roof Top Unit SC Surface Conduit SEC Secondary SHT Sheet SIM Similar SLD Single-Line Diagram S/N Solid Neutral SPEC Specification SPKR Speaker SP Spare SPP Single-Point Power SR Surface Raceway SS Stainless Steel SSW Selector Switch S/S Stop/Start Pushbuttons STA Station STD Standard SURF Surface Mounted SW Switch SWBD Switchboard SYM Symmetrical SYS System TEL Telephone TERM Terminal TL Twist Lock TR Tamper Resistant T-STAT Thermostat TTC Telephone Terminal Cabinet TV Television TVTC Television Terminal Cabinet TYP Typical UC Under Counter UE Underground Electrical UG Underground UH Unit Heater UT Underground Telephone UTIL Utility UV Ultraviolet V Volt VA Volt-Amperes VDT Video Display Terminal VERT Vertical VFD Variable Frequency Drive VOL Volume W Watt W/ With WG Wire Guard WH Water Heater W/O Without WP Weatherproof XFMR Transformer XFR Transfer

∠ Angle @ At ▲ Delta ' Feet " Inches # Number Ø Phase C Center Line P Plate

Exit Light, Wall-Mounted.

Shading and arrows indicate faces and directional chevrons.

Wall-mounted fixtures, Typical (Various Symbols)

Emergency Lighting Unit, Wall-Mounted, Remote Battery

Emergency Lighting Unit, Wall-Mounted, Integral Battery

Emergency Lighting Unit, Ceiling-Mounted, Integral Battery Emergency Lighting Unit, Ceiling-Mounted, Remote Battery

Lighting Fixtures, Typical, Rectangular (Various Symbols) Filled circles indicate recessed.

Open circles indicate surface-mounted.

Diagonal line indicates lensed.

Outer dots indicate suspended.

Lighting Fixtures, Typical, Round (Various Symbols) Center dot indicates pendant.

Diagonal line indicates lensed.

Chevron indicates wall wash.

Strip Fixture

Directional Light, Track Light, Flood Light

Exit Light, Ceiling-Mounted.

Shading and arrows indicate faces and directional chevrons.

Linear Light, Tape Light

Exit/ELU Combo

Diagonal hatch indicates light on a critical circuit.

Solid hatch indicates light on an emergency or life safety circuit.

Pole/Area Lights

Post-Top Area Light

Bollard Light

Single-Pole Switch Two-Pole Switch Three-Pole Switch Switch Modifiers:

3: 3-Way 4: 4-Way K: Keyed D: Dimming T: Timer

OS: Occupancy Sensor VS: Vacancy Sensor AC: Above-Counter LV: Low-Voltage M: Motor-Rated

Lighting Contactor

Lighting Control Panel

Occupancy Sensor

Daylight Harvesting Sensor

Smoke Detector

Heat Detector

Carbon Monoxide Detector

Beam Detector T: Transmitter R: Receiver

Combination Detector (Up to Three)

Duct Smoke Detector

Manual Pull Station

Horn, Wall

Horn, Ceiling

Strobe, Wall, Candela as indicated

Strobe, Ceiling, Candela as indicated

Horn/Strobe, Wall, Candela as indicated

Horn/Strobe, Ceiling, Candela as indicated

Remote Indicator w/ Test Switch, Wall

Remote Indicate w/ Test Switch, Ceiling

Door Holder

Door Closer

Fire Service Phone

Addressible Module AIM: Addressible Input Module AOM:Addressible Output Control Module AIO: Addressible Input/Output Module

Fire Alarm Control Unit EVAC: Voice Evacuation Control Panel FAA: Fire Alarm Annunciator FACP: Fire Alarm Control Panel FATC: Fire Alarm Terminal Cabinet NACP: Notification Appliance Circuit Panel FAMN: Fire Alarm Mass Notification Control Panel

Supervisory or Interface Device PIV: Post Indicator Valve Supervisory PS: Pressure Switch R: Non-Addressible Relay VS: Valve Supervisory Switch WF: Water Flow Switch

Simplex Receptacle

Duplex Receptacle

Quadruplex Receptacle

Special Receptacle, Type as Indicated

W all

Ce ilin g

Flo or

Receptacle Modifiers:

##": Height AFF OC AC: Above Counter GFI: Ground-Fault Circuit Interrupter WP: Weatherproof In-Use Cover

Half shading indicates split (typically switched) Outside shading indicates emergency circuit Center shading indicates isolated ground

Multioutlet Assembly Filled squares indicate 120V outlet Open squares indicate with USB

Cord Reel, Device Varies

Drop Cord, Device Varies

Junction Box Floor Box, see schedule for type

Emergency Power Off

Door Opener Push Plate

Power Meter Safety Switch, Fused

Safety Switch, Unfused

Motor Starter

Combination Starter/Disconnect

Ground Rod

Ground Rod with Test Well

Lightning Protection Air Terminal

Lightning Protection Conductor Splice

Static Ground Receptacle

Data Outlet

Telephone Outlet

Data/Telephone Outlet

W all

Ce ilin g

Flo or

Outlet Modifiers:

##": Height AFF OC AC: Above Counter

Wireless Access Point

Nurse Call Corridor Light Number of lights as indicated

Nurse Call Device B: Code Blue D: Duty Station E: Emergency P: Patient Call S: Staff

TV Outlet

Nurse Call Control Unit NCAP: Nurse Call Annunciator Panel NCHS: Nurse Call Host Constroller NCPA: Nurse Call Power Supply NCTC: Nurse Call Terminal Cabinet NCUPS: Uninterruptable Power Supply

Lighting Symbols

Contactor

Single-Pole Switch Two-Pole Switch Three-Pole Switch Switch Modifiers:

K: Keyed T: Timer AC: Above-Counter M: Motor-Rated

Fire Alarm Symbols

Grounding and Lightning Protection Symbols

Security Camera PTZ: Pan/Tilt/Zoom

Card Reader

Card Reader with Keypad

Closed Circuit TV Outlet

Door Contact

Electric Strike

Intercom

Magnetic Lock

Request to Exit Button

Request to Exit Sensor

Motion Detector

Security Control Unit SCP: Security Control Panel SPS: Security Power Supply Unit

Telecom Symbols

Nurse Call Symbols

Security Symbols a

A A1a

Equipment is tagged with Panel Name and with Panel ID in parentheses. Panel ID is intended as a design documentation aid only. Do not include Panel ID in field-applied circuit directories or labels.

Hatched fill indicates distribution panel or switchboard.

Solid fill indicates branch panel or load center.

Dashed box indicates code-required clearance (width and depth).

Door indicates front of recessed panel.

Panelboards are assigned an abbreviated indicator (or Panel ID) for use with circuit numbers. Panel ID is listed within the panel schedule and in the panel abbreviation schedule.

Power Distribution Equipment

HP

1A

(B

LP

1A

(C

MD

P(

A)

SB1(S)

Devices and fixtures are tagged with Panel ID and circuit number. For example, a device tagged with "A1" indicates the device is circuited to panel designated "A," circuit number 1. The panel schedule circuit number contans both the panel abbreviation and the circuit number.

XX-1

Transformer: Typically transformer names begin with or contain the letter "T". See Single-Line Diagram for description and requirements.

T1

Dashed, arced lines connecting equipment, devices, or fixtures indicate switched power.

Absence of a switch designation on a lighting fixture indicates fixture is controlled by the only switch in the space. An "x" in place of the switch designation indicates unswitched.

Bottom Value, Lowercase Letter: Switch ID

Lighting Tags

Top Value: Fixture Type ID (Underlined)

Bottom Value, Uppercase Letter(s): Panel ID Bottom Value, Number(s): Circuit Number a a

C1a L1 L2 L3

Wiring

Power Device and Equipment Tags

Construction Phasing

Existing to Remain

Existing to Be Demolished

New

(Typical All Symbols and Equipment)

Existing to Be Demolished

Area Not in Contract

Miscellaneous

Keynote

Callout:

Top Value: Detail Number on Sheet Bottom Value: Sheet Number of Detail

Room Name and Number

Smoke Damper

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DAYTON NATIONAL CEMETERY

GRAVESITE EXPANSION

BID DOCUMENTS

4400 W THIRD ST. DAYTON, OH 45428

810CM3033

BID DOCUMENTS

C :\U se rs

\a w eb er

\D oc um en ts \1

_D ay to n

N C

A_ E_

R

_a w eb er

S4

6.

rv t 1/

/2

:4

2:

P M

E-001

ELECTRICAL SYMBOLS,

ABBREVIATIONS, GENERAL NOTES

FEBRUARY 5, 2026 WH ATW

Project Number

Electrical Sheet List

E-001 ELECTRICAL SYMBOLS,

ABBREVIATIONS, GENERAL NOTES

ES101 ELECTRICAL SITE PLAN

E501 ELECTRICAL DETAILS

Revisions: Date:

ARCHITECT/ENGINEER OF RECORDCONSULTANTS

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 # 18125Date:

GEOTECHNICAL

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

U.S. Department of Veterans Affairs

Office of Design and Construction

Services

E-001

J J

J

J

J

937937

937 938938

933 933

928929

1931931

933934

92993

94194

928929

991191

92392

911912

G

R

A

V

E

L

G R A V E L A R E A

EDGE OF GRAVEL

EDGE OF GRAVEL

G R A V E L

P A T H

G R A V E L P A T H

EDGE OF GR

AVEL

E D G E

O F G R A V E L

SECTION 15

SECTION 13

SECTION 12

SECTION 17

SECTION 19B SECTION 19A

SECTION 19

SECTION 6 SECTION 5

SECTION 2

SECTION A

SECTION G

SECTION I

SECTION R

SECTION 18B

MEMORIAL

SECTION

A

MEMORIAL

SECTION

B

MEMORIAL

SECTION

C

SECTION 9 SECTION8 SECTION 7

SECTION 14

SECTION 16

SECTION 18

SECTION 4

SECTION 3

SECTION 1

SECTION 11

CIVILIAN SECTIO

N

SECTION 18C

SECTION P

SECTION Q

SECTION 10

SECTION N

SECTION M

SECTION L

SECTION K SECTION H

SECTION F

SECTION E

SECTION D

SECTION C

SECTION B

SECTION S

SECTION I

OP

OQ

O

O

O

O

SECTION 20

SECTION 25

SECTION 21

SECTION 24

SECTION 26

SECTION 37

SECTION 36

SECTION 38

SECTION 39

SECTION 40

SECTION 41

SECTION 42

SECTION 28

SECTION 27

SECTION 29

SECTION 30

SECTION 31

SECTION 33

SECTION 34

SECTION 35

SECTION 46

SECTION 32

G A R A G E

D A K O T A

T E X A S

A V E N U E

A V E N U

E

A V E N U E

M C M A H O N

A V E N U E

W E S T 3 R

D S T R E E

T

M I C H I G A N

A V E N U E

N E W M E X I C O

P L A C E

C O L O R A D O

O H I O

A V E N U E

O H I O

V E N

U E

O H I O

V E N U E

SIG

N (

MC

MA

HO

N&

CO

LOR

ADO

CP #200002

N=641130.385 E=1472091.638

ELEV=945.32

CP #200801

N=640509.937 E=1473258.453

ELEV=924.25

SAN. SEWER MANHOLE

RIM = 936.61

INV E 12" - 15" VCP = 925.75

INV SE 8" VCP = 931.08

INV S 12" - 15" VCP = 926.07

STRUCTURE BOTTOM = 925.75

SAN. SEWER MANHOLE

RIM = 935.62

INV NE 12" - 15" VCP = 924.48

INV W 12" - 15" VCP = 924.65

STRUCTURE BOTTOM = 924.48

SAN. SEWER MANHOLE

RIM = 929.18

INV NE 12" VCP = 920.32

INV SW 12" VCP = 920.55

STRUCTURE BOTTOM = 920.32

SAN. SEWER MANHOLE

RIM = 939.42

INV W 12" VCP = 927.36

INV NE 12" VCP = 927.36

STRUCTURE BOTTOM = 927.36

SAN. SEWER MANHOLE

RIM = 938.65

INV E 12" VCP = 929.12

INV SW 12" VCP = 929.20

STRUCTURE BOTTOM = 929.12

SAN. SEWER MANHOLE

RIM = 921.32

TOP NW 18" VCP = 919.22' (NOT OPEN)

INV NORTH 12" VCP = 913.37

INV NE 18" VCP = 912.26

TOP SE 18" VCP = 919.22 (NOT OPEN)

INV SW 18" VCP = 912.26

STRUCTURE BOTTOM = 912.26

SAN. SEWER MANHOLE

RIM = 922.26

INV NE 18" VCP = 916.56

INV SW 18" VCP = 916.56

STRUCTURE BOTTOM = 916.56

SAN. SEWER MANHOLE

RIM = 931.69

INV NW 12" VCP = 926.84

INV NE 18" VCP = 926.29

INV SW 18" VCP = 926.29

STRUCTURE BOTTOM = 926.29

SAN. SEWER MANHOLE

RIM = 931.54

INV WEST 8" VCP = 926.89

INV SE 12" VCP = 926.89

INV SW 12" VCP = 926.89

STRUCTURE BOTTOM = 926.89

SAN. SEWER MANHOLE

RIM = 917.24

INV NE 18" VCP = 908.84

INV SW 18" VCP = 910.67

STRUCTURE BOTTOM = 908.84

SAN. SEWER MANHOLE

RIM = 939.45

INV NORTH 15" VCP = 933.19

INV NE 15" VCP = 933.21

INV EAST 15" VCP = 932.71

INV SOUTH 15" VCP = 932.71

STRUCTURE BOTTOM = 932.71

TOP OF 4" NE & SW = 936.06

SAN. SEWER MANHOLE

RIM = 943.16

INV NE 8" VCP = 937.32

INV SW 8" VCP = 937.32

BOTTOM OF STRUCTURE = 937.32

SAN. SEWER MANHOLE

RIM = 914.39

INV NORTH 6" PVC = 903.89

INV NE 8" PVC = 903.54

INV SW 8" VCP = 903.79

STRUCTURE BOTTOM = 903.54

SAN. SEWER MANHOLE

RIM = 903.62

INV NORTH 8" VCP = 897.35

INV SOUTH 8" VCP = 897.38

INV SW 8" VCP = 897.84

STRUCTURE BOTTOM = 897.35

SAN. SEWER MANHOLE

RIM = 911.32

NV NORTH = 898.45

INV SOUTH 8" VCP = 898.45

STRUCTURE BOTTOM = 898.45

BRICKS MISSING ON WEST SIDE

10.50' BELOW NO PIPE VISIBLE

SAN. SEWER MANHOLE

RIM = 925.55

INV NW 18" VCP = 915.84

INV SOUTH 18" VCP = 915.74

INV SW 12" VCP = 917.76

INV WEST 8" VCP = 920.20

STRUCTURE BOTTOM = 915.74

SAN. SEWER MANHOLE

RIM = 899.66

INV NORTH (SEALED PIPE)

INV NW 12" VCP = 895.11

INV SOUTH 12" VCP = 895.16

STRUCTURE BOTTOM = 895.11

SAN. SEWER MANHOLE

RIM = 899.46

INV NORTH 8" PVC = 894.71

INV SE 8" PVC INSIDE OF 12" PVC = 894.81

STRUCTURE BOTTOM = 894.71

CURB INLET

RIM = 927.45

INV NORTH 8" VCP = 926.00

INV SOUTH 8" VCP = 925.87

STRUCTURE BOTTOM = 925.85

CURB INLET

RIM = 927.40

INV WEST 8" VCP = 925.97

INV SOUTH 8" VCP = 925.95

STRUCTURE BOTTOM = 925.65

CURB INLET

RIM…