VA 854-042 - JBNC Phase 1 Drawings 2.0 82-93.pdf

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Attached to
Jefferson Barracks National Cemetery, Sylvan Springs, Phase 1 Development Federal contract opportunity
Solicitation number
36C10F25R0006
Issued by
Department of Veterans Affairs Office of Construction and Facilities Management

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File Type Posted
S06 36C10F25R0006 0007.pdf PDF
S06 36C10F25R0006 0006.pdf PDF
VA 854-042 - JBNC Phase 1 - RFI Master List.xlsx XLSX spreadsheet
VA 852-042 - JBNC Phase 1 - Design Narrative.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 30-46.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 60-70.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 102-130.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 131-135.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 165-195.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 227-232.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 233-239.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 276-294.pdf PDF
S06 36C10F25R0006 0005.pdf PDF
VA 852-042 - JBNC Phase 1 - Specifications Vol. 1 2.0.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 1-14.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 136-148.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 240-244.pdf PDF
VA 852-042 - JBNC Phase 1 - Drawing Revisions ASI.docx DOCX document
VA 854-042 - JBNC Phase 1 Drawings 2.0 47-59.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 71-81.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 149-164.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 245-250.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 251-258.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 259-265.pdf PDF
S06 36C10F25R0006 0002.pdf PDF
S06 ATTACH - P00002 - JBNC Pre-Proposal Conference Slides.pdf PDF
S06 ATTACH - P00002 - Attendance Sheets.pdf PDF
S06 36C10F25R0006 0001.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 2.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 6.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 16.pdf PDF
S02 ATTACH VAAR 852.219-75 CERTIFICATE OF COMPLIANCE.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 1.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 5.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 7.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 9.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 10.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 12.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 13.pdf PDF
S02 ATTACH Pre-Proposal Inquiry Form 36C10F25R0006.docx DOCX document
S02 36C10F25R0006 Final.pdf PDF
S02 ATTACH VA 852-042 - JBNC Phase 1 - Specifications Vol 1.pdf PDF
S02 ATTACH VA 852-042 - JBNC Phase 1 - Specifications Vol 2.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 4.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 15.pdf PDF
S02 ATTACH Past Performance Questionnaire 36C10F25R0006.docx DOCX document
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 3.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 8.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 11.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 14.pdf PDF
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John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

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

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

OCTOBER 8, 2025Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

10/08/2025

JTKHJM

SCALE: NTS1 INTERSECTION SIGHT DISTANCE PASSENGER CARS

ROAD PLAN AND PROFILES 9 OF 9

SCALE: NTS2 GUIDELINES FOR PAVEMENT MARKING AND LANE STRIPING

SCALE: NTS3 DIRECTIONAL ARROWS (TYPICAL)

ST. LOUIS COUNTY DEPARTMENT OF TRANSPORTATION NOTES:

1. ALL GRADING AND DRAINAGE TO BE IN CONFORMANCE WITH ST. LOUIS COUNTY AND MSD

STANDARDS.

2. ALL DRIVEWAYS INTERSECTING ST. LOUIS COUNTY ARTERIAL AND CLASSIFIED ROADWAYS

SHALL HAVE ON-SITE TURNAROUND CAPABILITY, AS DIRECTED BY THE ST. LOUIS COUNTY

DEPARTMENT OF TRANSPORTATION.

3. STORM WATER SHALL BE DISCHARGED AT AN ADEQUATE NATURAL DISCHARGE POINT.

SINKHOLES ARE NOT ADEQUATE DISCHARGE POINTS.

4. ALL PROPOSED ACCESS TO ST. LOUIS COUNTY ROADS FOR NEW DEVELOPMENT SHALL MEET

MINIMUM ST. LOUIS COUNTY SIGHT DISTANCE REQUIREMENTS.ANY ENTITY THAT PERFORMS

WORK ON ST. LOUIS COUNTY MAINTAINED PROPERTY SHALL PROVIDE THE COUNTY WITH A

CERTIFICATE OF INSURANCE EVIDENCING GENERAL LIABILITY COVERAGE (BODILY INJURY AND

PROPERTY DAMAGE) IN THE AMOUNTS SPECIFIED AS THE LIMITS OF LIABILITY SET BY THE

STATE FOR PUBLIC ENTITIES. SUCH CERTIFICATE SHALL INCLUDE "ST. LOUIS COUNTY" AS AN

ADDITIONAL INSURED AND SHALL BE PROVIDED PRIOR TO THE ISSUANCE OF ANY PERMIT.

CERTIFICATE SHALL PROVIDE FOR A 30-DAY POLICY CANCELLATION NOTICE TO ST. LOUIS

COUNTY. UPON REQUEST, THE COUNTY WILL PROVIDE THE SPECIFIC AMOUNTS FOR BOTH PER

PERSON AND PER OCCURRENCE LIMITS.

5. ALL ABOVE-GROUND UTILITIES OR OTHER POTENTIAL OBSTRUCTIONS WITHIN THE ST. LOUIS

COUNTY ROAD RIGHT-OF-WAY, SHALL HAVE A MINIMUM SETBACK, AS DIRECTED BY THE ST.

LOUIS COUNTY DEPARTMENT OF TRANSPORTATION, AS PRESCRIBED IN SECTION 5.10 OF THE

ST. LOUIS COUNTY DESIGN CRITERIA MANUAL "ROADSIDE DESIGN REQUIREMENTS".

ST. LOUIS COUNTY DEPARTMENT OF TRANSPORTATION

PROJECT#: HT 8642

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MILL AND REPLACE

PROPERTY LINE

UTILITY EASMEANT

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORMWATER STRUCTURE

STORMWATER MANHOLE

WATER METER

HYDRODYNAMIC SEPARATOR

SITE FEATURES

HANDICAP PARKING

FLOWERING WATERING

STATION

PERIMETER FENCE AND WALL

GRAVE SITE MARKER

SIGN

xxxxx

PL

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

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

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

OCTOBER 8, 2025Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

10/08/2025

CIVIL SITE LAYOUT

GENERAL NOTES:

1. GRADE THE SITE TO DRAIN FREELY.

2. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES. NOTIFY ST.

LOUIS MSD PRIOR TO AND AT COMPLETION OF MODIFICATION TO EXISTING ST.

LOUIS MSD STRUCTURES. MODIFICATIONS, ABANDONMENT AND REMOVAL OF

EXISTING STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.

3. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS

OTHERWISE NOTED.

4. THERE ARE NO STORAGE AREAS OUTSIDE THE CONSTRUCTION SITE FOR

EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE REUSED AS

BACKFILL. CONTRACTOR TO LOCATE SUITABLE PLACE ON SITE IF NEEDED.

5. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH TO

DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL.

GRAPHIC SCALE

1" = 60'

60'0 120'30'

Scale: 1"=60'3 COLUMBARIUM CIVIL SITE LAYOUT Scale: 1"=60'2 COMMITTAL SHELTER SITE LAYOUT

Scale: 1"=60'1 SYLVAN SPRINGS CIVIL SITE LAYOUT

MAINTENANCE BUILDING

AND YARD

SITE LEGEND

GRAVESITE

LOCATOR

KIOSK

N

SECTION

SECTION

SECTION

SECTION

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SECTION

SECTION

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SECTION

208A

SECTION

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SECTION

SECTION

SECTION

SECTION

SECTION

SYLVAN SPRINGS

COUNTY PARK

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ST LOUIS MSD EASEMENT

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ST LOUIS MSD

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EASEMENT

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FOERSTER BK 9774, PG 73 29H330087

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NISWONGER BK 8013, PG 1116 29H330111

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HINSON BK 10335, PG 109 29H330197

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SLOVACEK BK 17637, PG 191 29H330241

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LEIBACH BK 13229, PG 819 29H330285

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FERGUSON BK 7823, PG 754 29H330331

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BRADLEY BK 18925, PG 982 29H330373

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HRASTICH BK 10315, PG 2152 29H330423

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PAUREK BK 18728, PG 1659 29H330461

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BOERSCHIG BK 7796, PG 1646 29H330542

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SWARTZ BK 13735, PG 113 29H330607

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ALLIANCE REALTY BK 18509, PG 1752 29H330681

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SEFEROVIC BK 16254, PG 1178 29H610059

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STORM BK 8538, PG 131 29H610048

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FOERSTER BK 9774, PG 73 29H330087

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NISWONGER BK 8013, PG 1116 29H330111

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HINSON BK 10335, PG 109 29H330197

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SLOVACEK BK 17637, PG 191 29H330241

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LEIBACH BK 13229, PG 819 29H330285

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FERGUSON BK 7823, PG 754 29H330331

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BRADLEY BK 18925, PG 982 29H330373

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HRASTICH BK 10315, PG 2152 29H330423

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PAUREK BK 18728, PG 1659 29H330461

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BOERSCHIG BK 7796, PG 1646 29H330542

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SWARTZ BK 13735, PG 113 29H330607

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ALLIANCE REALTY BK 18509, PG 1752 29H330681

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SEFEROVIC BK 16254, PG 1178 29H610059

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STORM BK 8538, PG 131 29H610048

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NEW MSD SANITARY SEWER

EASEMENT (10' WIDE)EXISTING MSD STORMWATER

EASEMENT (15' WIDE)

NEW MSD STORMWATER

EASEMENT (15' WIDE)

15" HACKBERRY

15" HACKBERRY

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GENERAL NOTES:

1. GRADE THE SITE TO DRAIN FREELY.

2. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES.

NOTIFY ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF

MODIFICATION TO EXISTING ST. LOUIS MSD STRUCTURES.

MODIFICATIONS, ABANDONMENT AND REMOVAL OF EXISTING

STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.

3. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS

OTHERWISE NOTED.

4. THERE ARE NO STORAGE AREAS OUTSIDE THE CONSTRUCTION SITE

FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE

REUSED AS BACKFILL. CONTRACTOR TO LOCATE SUITABLE PLACE ON

SITE IF NEEDED.

5. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON

WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL

OR TOPSOIL.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. CONSTRUCT ASPHALT ROADWAY: 1/CS501.

2. CONSTRUCT MOUNTABLE CURB AND GUTTER: 6/CS501.

3. CONSTRUCT CONCRETE SIDEWALK. 3/CS501.

4. CONSTRUCT 5 FT, VINYL COATED CHAIN LINK FENCE: SEE 1/LC532.

5. MOW STRIP: SEE 5/LC532.

6. CONSTRUCT NEW ASPHALT LANE (ROAD WIDENING): SEE 1/CS501.

7. MILL AND REPLACE SHERIDAN ROAD: SEE 1 AND 2/CS501, CP209.

8. INSTALL FIRE HYDRANT: SEE 5/CS504.

9. INSTALL CONCRETE TRANSFORMER PAD/VAULT: SEE ELEC. PLANS

10. CONSTRUCT FLOWER WATERING STATION: 1/LS503.

11. CONSTRUCT GRAVE SITE LOCATOR: SEE GC404.

12. CONSTRUCT CONCRETE MAINTENANCE YARD. 12/CS501.

13. CONSTRUCT MAINTENANCE BUILDING: SEE GC405.

14. CONSTRUCT MATERIAL STORAGE BUILDING: SEE CG405.

15. CONSTRUCT COLUMBARIUM: SEE GC 400.

16. CONSTRUCT COMMITTAL SHELTER: SEE GC403.

17. CONSTRUCT DECORATIVE WALL: SEE GC403.

18. CONSTRUCT RETAINING WALL: SEE SHEETS CI001-CI505.

19. INSTALL ADA CURB RAMP (TYP.): SEE 12/LC524.

20. CONSTRUCT SWING GATE/FENCE WITH COLUMNS: SEE 9/LC531.

21. INSTALL VINYL COATED CHAIN LINK SWING GATE: SEE 2/LC532.

22. INSTALL VINYL COATED CHAIN LINK FENCE ROLL GATE: SEE 4/LC532.

23. CONSTRUCT 8 FT SECURITY CHAIN LINK FENCE, BLACK, VINYL

COATED: SEE 3/LC532.

24. GRAVEL ACCESSES ROAD: SEE 5/CS501.

25. INSTALL BOLLARDS BETWEEN GARAGE DOORS: SEE20/AB-505.

26. INSTALL MECHANICAL PAD: SEE 13/CS501.

27. CONSTRUCT FLUSH CURB: SEE 7/CS501.

28. CONSTRUCT VALLEY GUTTER: SEE 8/CS501.

29. CONSTRUCT VERTICAL CURB AND GUTTER: SEE 9/CS501

30. CONSTRUCT CONCRETE CURB TRANSITION: SEE 10,11/CS501

31. INSTALL CONCRETE ADA TACTILE DOME PAVERS (TYP.): SEE 4/CS508

XX

SITE LEGEND

GRAVEL

CONCRETE PAVEMENT

ASPHALT PAVEMENT

MILL AND REPLACE

PROPERTY LINE

UTILITY EASMEANT

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORMWATER STRUCTURE

STORMWATER MANHOLE

WATER METER

HYDRODYNAMIC SEPARATOR

SITE FEATURES

HANDICAP PARKING

FLOWERING WATERING

STATION

PERIMETER FENCE AND WALL

GRAVE SITE MARKER

SIGN

xxxxx

PL

MATCHLINE - SEE SHEET CS104

MA

TC

HL

IN

E

- S

EE

S

HE

ET

C S1

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

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

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

OCTOBER 8, 2025Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

10/08/2025

CIVIL SITE PLAN

SHEET 1 OF 11

KEY MAP

CS107

CS108

CS104 CS105 CS106

CS101 CS102 CS103

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

SECTION

SECTION

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ST LOUIS MSD EASEMENT

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ST LOUIS MSD EASEMENT

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CS101

SS

x

PL PL PL PL PL PL PL PL PL

PL PL PL PL PL PL PL PL PL PL

SS

x

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PL PL PL PL PL PL PL PL PL PL

R O

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B

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ROAD A

-25.0%

-25.0%

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-2 5.

0%

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-2 .5

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-2 .0

-2 .0

-1 .8

% -1 .8

-5.1%

-4.

7%

-17 .5%

-2 5.

0%

-3.4%

-3.4%

-3.4%

-3.4%

-3.4%

-3.4%

-2.0%

-2.0% -2.0%

-2.0%

-2.5%

-2.5%

-7.5%

-2 5.

2%

-25.0%

-3.0%

-3.0%

-1 .8

-3.4%

-3.4%

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-1 .8

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-10.1%

-3.0%

-3.0%

-3.0%

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0 50

475476 477478 479480

481482

-2 .1

-7.5%

R O

AD

B

-1 .8

LOD

LOD

LODLODLODLODLOD

LOD

LO

D

LOD

LOD

LODLODLODLOD

LO

D

LOD

HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

EXISTING MSD STORMWATER

EASEMENT (15 ' WIDE)

NEW MSD SANITARY SEWER

EASEMENT (10' WIDE)

NEW MSD SANITARY SEWER

EASEMENT (10' WIDE)

NEW MSD STORMWATER

EASEMENT (15' WIDE)

NEW MSD STORMWATER

EASEMENT (15' WIDE)

15" HACKBERRY

15" HACKBERRY

451451

451451

GENERAL NOTES:

1. GRADE THE SITE TO DRAIN FREELY.

2. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES.

NOTIFY ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF

MODIFICATION TO EXISTING ST. LOUIS MSD STRUCTURES.

MODIFICATIONS, ABANDONMENT AND REMOVAL OF EXISTING

STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.

3. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS

OTHERWISE NOTED.

4. THERE ARE NO STORAGE AREAS OUTSIDE THE CONSTRUCTION SITE

FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE

REUSED AS BACKFILL. CONTRACTOR TO LOCATE SUITABLE PLACE ON

SITE IF NEEDED.

5. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON

WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL

OR TOPSOIL.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. CONSTRUCT ASPHALT ROADWAY: 1/CS501.

2. CONSTRUCT MOUNTABLE CURB AND GUTTER: 6/CS501.

3. CONSTRUCT CONCRETE SIDEWALK. 3/CS501.

4. CONSTRUCT 5 FT, VINYL COATED CHAIN LINK FENCE: SEE 1/LC532.

5. MOW STRIP: SEE 5/LC532.

6. CONSTRUCT NEW ASPHALT LANE (ROAD WIDENING): SEE 1/CS501.

7. MILL AND REPLACE SHERIDAN ROAD: SEE 1 AND 2/CS501, CP209.

8. INSTALL FIRE HYDRANT: SEE 5/CS504.

9. INSTALL CONCRETE TRANSFORMER PAD/VAULT: SEE ELEC. PLANS

10. CONSTRUCT FLOWER WATERING STATION: 1/LS503.

11. CONSTRUCT GRAVE SITE LOCATOR: SEE GC404.

12. CONSTRUCT CONCRETE MAINTENANCE YARD. 12/CS501.

13. CONSTRUCT MAINTENANCE BUILDING: SEE GC405.

14. CONSTRUCT MATERIAL STORAGE BUILDING: SEE CG405.

15. CONSTRUCT COLUMBARIUM: SEE GC 400.

16. CONSTRUCT COMMITTAL SHELTER: SEE GC403.

17. CONSTRUCT DECORATIVE WALL: SEE GC403.

18. CONSTRUCT RETAINING WALL: SEE SHEETS CI001-CI505.

19. INSTALL ADA CURB RAMP (TYP.): SEE 12/LC524.

20. CONSTRUCT SWING GATE/FENCE WITH COLUMNS: SEE 9/LC531.

21. INSTALL VINYL COATED CHAIN LINK SWING GATE: SEE 2/LC532.

22. INSTALL VINYL COATED CHAIN LINK FENCE ROLL GATE: SEE 4/LC532.

23. CONSTRUCT 8 FT SECURITY CHAIN LINK FENCE, BLACK, VINYL

COATED: SEE 3/LC532.

24. GRAVEL ACCESSES ROAD: SEE 5/CS501.

25. INSTALL BOLLARDS BETWEEN GARAGE DOORS: SEE20/AB-505.

26. INSTALL MECHANICAL PAD: SEE 13/CS501.

27. CONSTRUCT FLUSH CURB: SEE 7/CS501.

28. CONSTRUCT VALLEY GUTTER: SEE 8/CS501.

29. CONSTRUCT VERTICAL CURB AND GUTTER: SEE 9/CS501

30. CONSTRUCT CONCRETE CURB TRANSITION: SEE 10,11/CS501

31. INSTALL CONCRETE ADA TACTILE DOME PAVERS (TYP.): SEE 4/CS508

XX

SITE LEGEND

GRAVEL

CONCRETE PAVEMENT

ASPHALT PAVEMENT

MILL AND REPLACE

PROPERTY LINE

UTILITY EASMEANT

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORMWATER STRUCTURE

STORMWATER MANHOLE

WATER METER

HYDRODYNAMIC SEPARATOR

SITE FEATURES

HANDICAP PARKING

FLOWERING WATERING

STATION

PERIMETER FENCE AND WALL

GRAVE SITE MARKER

SIGN

xxxxx

PL

MATCHLINE - SEE SHEET CS105

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

S1

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

S1

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

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

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

OCTOBER 8, 2025Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

10/08/2025

CIVIL SITE PLAN

SHEET 2 OF 11

GRAVESITE

LOCATOR

KIOSK

KEY MAP

CS107

CS108

CS104 CS105 CS106

CS101 CS102 CS103

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

SECTION

208A

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

AutoCAD SHX Text

RIM=476.3 INV=472.3

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ST LOUIS MSD

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

RIM=476.3 INV=472.3

AutoCAD SHX Text

ST LOUIS MSD

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text W

AutoCAD SHX Text G

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W

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-25.0%

-25.0%

-3.0%

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-3.0%

-2.9%

-2.9%

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-2.9%

-2.9%

-2.9%

-2.9%

-2.9%

-7.5%

-25.0%

-25.0%

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516 517

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HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

NEW MSD SANITARY SEWER

EASEMENT (10' WIDE)

NEW MSD SANITARY SEWER

EASEMENT (10' WIDE)

NEW WATER LINE TO SYLVAN SPRINGS PARK, PARK

DEPARTMENT OWNED LINE AND EASEMENT (10' WIDE)

15" HACKBERRY

15" HACKBERRY

451451

451451

GENERAL NOTES:

1. GRADE THE SITE TO DRAIN FREELY.

2. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES.

NOTIFY ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF

MODIFICATION TO EXISTING ST. LOUIS MSD STRUCTURES.

MODIFICATIONS, ABANDONMENT AND REMOVAL OF EXISTING

STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.

3. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS

OTHERWISE NOTED.

4. THERE ARE NO STORAGE AREAS OUTSIDE THE CONSTRUCTION SITE

FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE

REUSED AS BACKFILL. CONTRACTOR TO LOCATE SUITABLE PLACE ON

SITE IF NEEDED.

5. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON

WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL

OR TOPSOIL.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. CONSTRUCT ASPHALT ROADWAY: 1/CS501.

2. CONSTRUCT MOUNTABLE CURB AND GUTTER: 6/CS501.

3. CONSTRUCT CONCRETE SIDEWALK. 3/CS501.

4. CONSTRUCT 5 FT, VINYL COATED CHAIN LINK FENCE: SEE 1/LC532.

5. MOW STRIP: SEE 5/LC532.

6. CONSTRUCT NEW ASPHALT LANE (ROAD WIDENING): SEE 1/CS501.

7. MILL AND REPLACE SHERIDAN ROAD: SEE 1 AND 2/CS501, CP209.

8. INSTALL FIRE HYDRANT: SEE 5/CS504.

9. INSTALL CONCRETE TRANSFORMER PAD/VAULT: SEE ELEC. PLANS

10. CONSTRUCT FLOWER WATERING STATION: 1/LS503.

11. CONSTRUCT GRAVE SITE LOCATOR: SEE GC404.

12. CONSTRUCT CONCRETE MAINTENANCE YARD. 12/CS501.

13. CONSTRUCT MAINTENANCE BUILDING: SEE GC405.

14. CONSTRUCT MATERIAL STORAGE BUILDING: SEE CG405.

15. CONSTRUCT COLUMBARIUM: SEE GC 400.

16. CONSTRUCT COMMITTAL SHELTER: SEE GC403.

17. CONSTRUCT DECORATIVE WALL: SEE GC403.

18. CONSTRUCT RETAINING WALL: SEE SHEETS CI001-CI505.

19. INSTALL ADA CURB RAMP (TYP.): SEE 12/LC524.

20. CONSTRUCT SWING GATE/FENCE WITH COLUMNS: SEE 9/LC531.

21. INSTALL VINYL COATED CHAIN LINK SWING GATE: SEE 2/LC532.

22. INSTALL VINYL COATED CHAIN LINK FENCE ROLL GATE: SEE 4/LC532.

23. CONSTRUCT 8 FT SECURITY CHAIN LINK FENCE, BLACK, VINYL

COATED: SEE 3/LC532.

24. GRAVEL ACCESSES ROAD: SEE 5/CS501.

25. INSTALL BOLLARDS BETWEEN GARAGE DOORS: SEE20/AB-505.

26. INSTALL MECHANICAL PAD: SEE 13/CS501.

27. CONSTRUCT FLUSH CURB: SEE 7/CS501.

28. CONSTRUCT VALLEY GUTTER: SEE 8/CS501.

29. CONSTRUCT VERTICAL CURB AND GUTTER: SEE 9/CS501

30. CONSTRUCT CONCRETE CURB TRANSITION: SEE 10,11/CS501

31. INSTALL CONCRETE ADA TACTILE DOME PAVERS (TYP.): SEE 4/CS508

XX

SITE LEGEND

GRAVEL

CONCRETE PAVEMENT

ASPHALT PAVEMENT

MILL AND REPLACE

PROPERTY LINE

UTILITY EASMEANT

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORMWATER STRUCTURE

STORMWATER MANHOLE

WATER METER

HYDRODYNAMIC SEPARATOR

SITE FEATURES

HANDICAP PARKING

FLOWERING WATERING

STATION

PERIMETER FENCE AND WALL

GRAVE SITE MARKER

SIGN

xxxxx

PL

MATCHLINE - SEE SHEET CS106

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

S1

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

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

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

OCTOBER 8, 2025Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

10/08/2025

CIVIL SITE PLAN

SHEET 3 OF 11

CS108

CS104 CS105 CS106

CS101 CS102 CS103

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

SECTION

SECTION

SECTION

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PP

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FERGUSON BK 7823, PG 754 29H330331

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BRADLEY BK 18925, PG 982 29H330373

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HRASTICH BK 10315, PG 2152 29H330423

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PAUREK BK 18728, PG 1659 29H330461

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BOERSCHIG BK 7796, PG 1646 29H330542

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SWARTZ BK 13735, PG 113 29H330607

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ALLIANCE REALTY BK 18509, PG 1752 29H330681

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SEFEROVIC BK 16254, PG 1178 29H610059

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SLOVACEK BK 17637, PG 191 29H330241

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LEIBACH BK 13229, PG 819 29H330285

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FERGUSON BK 7823, PG 754 29H330331

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BRADLEY BK 18925, PG 982 29H330373

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HRASTICH BK 10315, PG 2152 29H330423

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PAUREK BK 18728, PG 1659 29H330461

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BOERSCHIG BK 7796, PG 1646 29H330542

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SWARTZ BK 13735, PG 113 29H330607

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ALLIANCE REALTY BK 18509, PG 1752 29H330681

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SEFEROVIC BK 16254, PG 1178 29H610059

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SLOVACEK BK 17637, PG 191 29H330241

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FERGUSON BK 7823, PG 754 29H330331

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BRADLEY BK 18925, PG 982 29H330373

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HRASTICH BK 10315, PG 2152 29H330423

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PAUREK BK 18728, PG 1659 29H330461

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BOERSCHIG BK 7796, PG 1646 29H330542

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SWARTZ BK 13735, PG 113 29H330607

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PL

x

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PL

W x

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PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

ROAD A

-25.0%

-2.0%

-2.0%

-3.0%

-8.0%

-1 5.

0%

-2 5.

0%-25.0%

-2 5.

2%

-1.7%

-7.0%

-8.0%

-8 .9

-2.0%

-3.8%

-2.0%

SHERIDAN RD

BO

UNDAR

Y

RD

PH

ILL

IP

S

E

AS

EM

EN

T

(3 0')

LOD

LOD

LOD

LOD

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LOD

LOD

LOD

LOD

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LOD

LOD

LOD

LOD

LOD LOD

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LOD

LOD

TIE TO EXISTING

SHERIDAN ROAD

2-INCH DEPTH MILL AND REPLACEMENT

COORDINATE WORK WITH ST. LOUIS COUNTY

DEPARTMENT OF TRANSPORTATION TIE TO

EXISTING. SEE CP207-208 FOR MORE INFORMATION.

TIE TO EXISTING

15" HACKBERRY

15" HACKBERRY

451451

451451

GENERAL NOTES:

1. GRADE THE SITE TO DRAIN FREELY.

2. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES.

NOTIFY ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF

MODIFICATION TO EXISTING ST. LOUIS MSD STRUCTURES.

MODIFICATIONS, ABANDONMENT AND REMOVAL OF EXISTING

STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.

3. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS

OTHERWISE NOTED.

4. THERE ARE NO STORAGE AREAS OUTSIDE THE CONSTRUCTION SITE

FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE

REUSED AS BACKFILL. CONTRACTOR TO LOCATE SUITABLE PLACE ON

SITE IF NEEDED.

5. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON

WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL

OR TOPSOIL.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. CONSTRUCT ASPHALT ROADWAY: 1/CS501.

2. CONSTRUCT MOUNTABLE CURB AND GUTTER: 6/CS501.

3. CONSTRUCT CONCRETE SIDEWALK. 3/CS501.

4. CONSTRUCT 5 FT, VINYL COATED CHAIN LINK FENCE: SEE 1/LC532.

5. MOW STRIP: SEE 5/LC532.

6. CONSTRUCT NEW ASPHALT LANE (ROAD WIDENING): SEE 1/CS501.

7. MILL AND REPLACE SHERIDAN ROAD: SEE 1 AND 2/CS501, CP209.

8. INSTALL FIRE HYDRANT: SEE 5/CS504.

9. INSTALL CONCRETE TRANSFORMER PAD/VAULT: SEE ELEC. PLANS

10. CONSTRUCT FLOWER WATERING STATION: 1/LS503.

11. CONSTRUCT GRAVE SITE LOCATOR: SEE GC404.

12. CONSTRUCT CONCRETE MAINTENANCE YARD. 12/CS501.

13. CONSTRUCT MAINTENANCE BUILDING: SEE GC405.

14. CONSTRUCT MATERIAL STORAGE BUILDING: SEE CG405.

15. CONSTRUCT COLUMBARIUM: SEE GC 400.

16. CONSTRUCT COMMITTAL SHELTER: SEE GC403.

17. CONSTRUCT DECORATIVE WALL: SEE GC403.

18. CONSTRUCT RETAINING WALL: SEE SHEETS CI001-CI505.

19. INSTALL ADA CURB RAMP (TYP.): SEE 12/LC524.

20. CONSTRUCT SWING GATE/FENCE WITH COLUMNS: SEE 9/LC531.

21. INSTALL VINYL COATED CHAIN LINK SWING GATE: SEE 2/LC532.

22. INSTALL VINYL COATED CHAIN LINK FENCE ROLL GATE: SEE 4/LC532.

23. CONSTRUCT 8 FT SECURITY CHAIN LINK FENCE, BLACK, VINYL

COATED: SEE 3/LC532.

24. GRAVEL ACCESSES ROAD: SEE 5/CS501.

25. INSTALL BOLLARDS BETWEEN GARAGE DOORS: SEE20/AB-505.

26. INSTALL MECHANICAL PAD: SEE 13/CS501.

27. CONSTRUCT FLUSH CURB: SEE 7/CS501.

28. CONSTRUCT VALLEY GUTTER: SEE 8/CS501.

29. CONSTRUCT VERTICAL CURB AND GUTTER: SEE 9/CS501

30. CONSTRUCT CONCRETE CURB TRANSITION: SEE 10,11/CS501

31. INSTALL CONCRETE ADA TACTILE DOME PAVERS (TYP.): SEE 4/CS508

XX

SITE LEGEND

GRAVEL

CONCRETE PAVEMENT

ASPHALT PAVEMENT

MILL AND REPLACE

PROPERTY LINE

UTILITY EASMEANT

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORMWATER STRUCTURE

STORMWATER MANHOLE

WATER METER

HYDRODYNAMIC SEPARATOR

SITE FEATURES

HANDICAP PARKING

FLOWERING WATERING

STATION

PERIMETER FENCE AND WALL

GRAVE SITE MARKER

SIGN

xxxxx

PL

MATCHLINE - SEE SHEET CS101

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

S1

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

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

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

OCTOBER 8, 2025Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

10/08/2025

CIVIL SITE PLAN

SHEET 4 OF 11

CS108

CS104 CS105 CS106

CS101 CS102 CS103

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

SECTION

SECTION

SECTION

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U E x

W x

W x

W x

W x

W x

W x

W x

W x

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

SHERIDAN RD

R O

AD

D

ROAD A

FFE: 477.81

-3.0%

-3.0% -3.0%

-2 .5

-8.0%

-8.0%

-2.5%

-2.5%

-2 .0

-1 .4

-1 .4

-1 .4

-2.5%

-2 .0

-2.5%

-25.0%

-2.5%

-2.5%

-25.0%

-2 5.

0%

-25.0%

-2 5.

0%

-2 5.

0%

-1.7%

2.5% 6.0%

491 492 493 494 496 497 498 499

501 502 503 504

472 473

465 464 466467

479478

ROAD A

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

44.69'

39.65'

124.91'

161.12'

121.38'

66.02'

45.32'

29.15'

18'

4 5

25 25

11' 5'

5'

SHERIDAN ROAD

2-INCH DEPTH MILL AND REPLACEMENT, CONSTRUCTION OF NEW TURN LANES AND ASPHALT

INTERSECTIONS/DRIVEWAYS WHERE CEMETERY ROADS INTERSECT SHERIDAN ROAD.

COORDINATE WORK WITH ST. LOUIS COUNTY DEPARTMENT OF TRANSPORTATION.

TIE TO EXISTING. SEE CP207-208 FOR MORE INFORMATION.

HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

REMOVE AND REINSTALL VA SIGNS SET BACK FROM

NEW CURB AT TURN LANE

NEW MSD SANITARY SEWER

EASEMENT (10' WIDE)

EXISTING MSD STORMWATER

EASEMENT (15' WIDE)

PAVEMENT

MARKING FOR

TURN LANE (TYP.)

PROPOSED IRRIGATION CONTROL AND

EQUIPMENT VAULT, IRRIGATION EQUIPMENT

CONNECTION TO 8" WATER PIPE EXTENSION.

SEE IRRIGATION PLANS FOR MORE

INFORMATION.

8" WATER

LINE VALVE

6" WATER

LINE VALVE

HYDRODYNAMIC SEPARATOR

BMP RESERVE AREA

NEW MSD STORMWATER

EASEMENT (15' WIDE)

15" HACKBERRY

15" HACKBERRY

451451

451451

GENERAL NOTES:

1. GRADE THE SITE TO DRAIN FREELY.

2. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES.

NOTIFY ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF

MODIFICATION TO EXISTING ST. LOUIS MSD STRUCTURES.

MODIFICATIONS, ABANDONMENT AND REMOVAL OF EXISTING

STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.

3. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS

OTHERWISE NOTED.

4. THERE ARE NO STORAGE AREAS OUTSIDE THE CONSTRUCTION SITE

FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE

REUSED AS BACKFILL. CONTRACTOR TO LOCATE SUITABLE PLACE ON

SITE IF NEEDED.

5. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON

WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL

OR TOPSOIL.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. CONSTRUCT ASPHALT ROADWAY: 1/CS501.

2. CONSTRUCT MOUNTABLE CURB AND GUTTER: 6/CS501.

3. CONSTRUCT CONCRETE SIDEWALK. 3/CS501.

4. CONSTRUCT 5 FT, VINYL COATED CHAIN LINK FENCE: SEE 1/LC532.

5. MOW STRIP: SEE 5/LC532.

6. CONSTRUCT NEW ASPHALT LANE (ROAD WIDENING): SEE 1/CS501.

7. MILL AND REPLACE SHERIDAN ROAD: SEE 1 AND 2/CS501, CP209.

8. INSTALL FIRE HYDRANT: SEE 5/CS504.

9. INSTALL CONCRETE TRANSFORMER PAD/VAULT: SEE ELEC. PLANS

10. CONSTRUCT FLOWER WATERING STATION: 1/LS503.

11. CONSTRUCT GRAVE SITE LOCATOR: SEE GC404.

12. CONSTRUCT CONCRETE MAINTENANCE YARD. 12/CS501.

13. CONSTRUCT MAINTENANCE BUILDING: SEE GC405.

14. CONSTRUCT MATERIAL STORAGE BUILDING: SEE CG405.

15. CONSTRUCT COLUMBARIUM: SEE GC 400.

16. CONSTRUCT COMMITTAL SHELTER: SEE GC403.

17. CONSTRUCT DECORATIVE WALL: SEE GC403.

18. CONSTRUCT RETAINING WALL: SEE SHEETS CI001-CI505.

19. INSTALL ADA CURB RAMP (TYP.): SEE 12/LC524.

20. CONSTRUCT SWING GATE/FENCE WITH COLUMNS: SEE 9/LC531.

21. INSTALL VINYL COATED CHAIN LINK SWING GATE: SEE 2/LC532.

22. INSTALL VINYL COATED CHAIN LINK FENCE ROLL GATE: SEE 4/LC532.

23. CONSTRUCT 8 FT SECURITY CHAIN LINK FENCE, BLACK, VINYL

COATED: SEE 3/LC532.

24. GRAVEL ACCESSES ROAD: SEE 5/CS501.

25. INSTALL BOLLARDS BETWEEN GARAGE DOORS: SEE20/AB-505.

26. INSTALL MECHANICAL PAD: SEE 13/CS501.

27. CONSTRUCT FLUSH CURB: SEE 7/CS501.

28. CONSTRUCT VALLEY GUTTER: SEE 8/CS501.

29. CONSTRUCT VERTICAL CURB AND GUTTER: SEE 9/CS501

30. CONSTRUCT CONCRETE CURB TRANSITION: SEE 10,11/CS501

31. INSTALL CONCRETE ADA TACTILE DOME PAVERS (TYP.): SEE 4/CS508

XX

SITE LEGEND

GRAVEL

CONCRETE PAVEMENT

ASPHALT PAVEMENT

MILL AND REPLACE

PROPERTY LINE

UTILITY EASMEANT

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORMWATER STRUCTURE

STORMWATER MANHOLE

WATER METER

HYDRODYNAMIC SEPARATOR

SITE FEATURES

HANDICAP PARKING

FLOWERING WATERING

STATION

PERIMETER FENCE AND WALL

GRAVE SITE MARKER

SIGN

xxxxx

PL

MATCHLINE - SEE SHEET CS102

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

S1

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

S1

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

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

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

OCTOBER 8, 2025Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

10/08/2025

CIVIL SITE PLAN

SHEET 5 OF 11

CS108

CS104 CS105 CS106

CS101 CS102 CS103

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

MAINTENANCE BUILDING

FFE: 477.81

MATERIALS

STORAGE

REINFORCED CONCRETE

MAINTENANCE YARD

SECTION

SECTION

SECTION

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