S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 2.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 82-93.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 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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JEFFERSON BLVD

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DEMOLITION NOTES:

1. DEMOLISH ALL EXISTING VEGETATION (TREES, SHRUBS, ETC.) ON SYLVAN

SPRINGS PROPERTY.

2. PROTECT EXISTING GRAVE SITES AND GRAVE MARKERS.

3. PROTECT EXISTING UTILITIES DESIGNATED TO REMAIN.

4. NO ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF DISTURBANCE.

5. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE

APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO

LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND

FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE

UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY

SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE

PROPOSED WORK.

6. REFER TO (CG501 - CG502) FOR EROSION CONTROL MEASURES.

7. COORDINATE REMOVAL OF AND MODIFICATION TO EXISTING ST. LOUIS MSD

STRUCTURES, PIPES, AND STORMWATER BMPS WITH ST. LOUIS MSD. REMOVAL,

ABANDONMENT, AND MODIFICATIONS TO EXISTING ST. LOUIS MSD STRUCTURES,

PIPES, AND BMPS SHALL BE TO ST. LOUIS MSD STANDARDS.

8. INSTALL TREE PROTECTION. ALL PROTECTIVE FENCING SHALL BE INSTALLED

PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL

WORK HAS BEEN COMPLETED. IF FENCE REMOVAL IS REQUIRED, OBTAIN PRIOR

APPROVAL FROM THE COR. REFER TO TREE PROTECTION DETAIL ON CG502.

LOD

DEMOLISH EXISTING SITE FEATURES

(HARDSCAPES, BUILDINGS, UTILITIES,

ETC.)

REMOVE EXISTING VEGETATION

LIMITS OF DISTURBANCES

CONSTRUCTION FENCE

SILT FENCE

TREE PROTECTION

LEGEND

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SFSF

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

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A

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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

NOVEMBER 18, 2024Revisions: 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

07/08/2025

DEMOLITION LAYOUT

JTKHJM

GRAPHIC SCALE

1" = 60'

60'0 120'30'

N

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

Scale: 1"=60'1 SYLVAN SPRINGS DEMOLITION LAYOUT

LIMITS OF DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF DISTURBANCE

SYLVAN SPRINGS PARK

(PROPERTY OF ST. LOUIS COUNTY)

ST. LOUIS METROPOLITAN SEWER DISTRICT;

EXISTING 60" STORMWATER PIPE, STRUCTURES,

AND EASEMENT TO REMAIN.

COORDINATE CONSTRUCTION OF NEW

STORMWATER NETWORK CONNECTION TO

EXISTING PIPES AND STRUCTURES WITH MSD.

PB 07 PG 0007

ST. LOUIS METROPOLITAN SEWER DISTRICT;

EXISTING 60" STORMWATER PIPE, STRUCTURES,

AND EASEMENT TO REMAIN.

PB 07 PG 0007

LIMITS OF DISTURBANCE

WHERE WORK ENCROACHES ONTO PARK PROPERTY

PROTECT EXISTING PARK FEATURES IN PLACE.

EXISTING DRAINAGE CHANNEL

PROTECT IN PLACE

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

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SITE BENCHMARK: TOP NUT HYDRANT = 479.10

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36" RCP

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ST LOUIS MSD EASEMENT

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AM. WATER

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LITTLE LEAF LINDEN

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RED CEDAR

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CHERRY PLUM

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EXISTING ROCK CHANNEL,

PROTECT IN PLACE

EXISTING MSD 60" STORM

PIPE TO REMAIN

PROTECT STRUCTURE

IN PLACE

PROTECT

IN PLACE

MSD STORM INLETS

FOR 60" STORM

NETWORK TO REMAIN.

LIMITS OF DISTURBANCE

LOD

DEMOLISH EXISTING SITE FEATURES

(HARDSCAPES, BUILDINGS, UTILITIES,

ETC.)

REMOVE EXISTING VEGETATION

LIMITS OF DISTURBANCES

CONSTRUCTION FENCE

SILT FENCE

TREE PROTECTION

LEGEND

LOD

SFSF

PL

DEMOLITION NOTES:

1. DEMOLISH ALL EXISTING VEGETATION (TREES, SHRUBS, ETC.) ON SYLVAN

SPRINGS PROPERTY.

2. PROTECT EXISTING GRAVE SITES AND GRAVE MARKERS.

3. PROTECT EXISTING UTILITIES DESIGNATED TO REMAIN.

4. NO ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF DISTURBANCE.

5. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE

APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO

LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND

FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE

UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY

SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE

PROPOSED WORK.

6. REFER TO (CG501 - CG502) FOR EROSION CONTROL MEASURES.

7. COORDINATE REMOVAL OF AND MODIFICATION TO EXISTING ST. LOUIS MSD

STRUCTURES, PIPES, AND STORMWATER BMPS WITH ST. LOUIS MSD. REMOVAL,

ABANDONMENT, AND MODIFICATIONS TO EXISTING ST. LOUIS MSD STRUCTURES,

PIPES, AND BMPS SHALL BE TO ST. LOUIS MSD STANDARDS.

8. INSTALL TREE PROTECTION. ALL PROTECTIVE FENCING SHALL BE INSTALLED

PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL

WORK HAS BEEN COMPLETED. IF FENCE REMOVAL IS REQUIRED, OBTAIN PRIOR

APPROVAL FROM THE COR. REFER TO TREE PROTECTION DETAIL ON CG502.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. REMOVE CONCRETE SIDEWALK.

2. REMOVE ASPHALT DRIVE.

3. REMOVE ASPHALT PARKING.

4. REMOVE PAVILION STRUCTURE AND SLAB.

5. REMOVE SHELTER, GAZEBO AND FOUNDATION.

6. REMOVE EXISTING WATERLINE.

7. REMOVE EXISTING SIGNAGE WITHIN ALL DEMO AREAS.

8. REMOVE EXISTING SANITARY SEWER.

9. REMOVE CONCRETE WHEEL STOPS.

10. REMOVE GRAVEL LOT AND CURB STOPS.

11. REMOVE GRAVEL DRIVE.

12. REMOVE ALL PARKING LIGHTING WITHIN DEMO PARKING AREAS.

13. REMOVE EXISTING TREES AND VEGETATION.

14. SAW CUT AND REMOVE EXISTING CURB AND GUTTER AS INDICATED NECESSARY

FOR PROPOSED WORK.

15. RIPRAP CHANNEL TO BE REMOVED.

16. EXISTING STORM STRUCTURES TO BE REMOVED.

17. EXISTING STORM PIPES TO BE REMOVED.

18. REMOVE EXISTING BRIDGE.

19. EXISTING UNDERGROUND SEPTIC TANK TO BE REMOVED.

20. EXISTING CURB STOPS TO BE REMOVED BUT SAVED FOR LATER.

21. REMOVE EXISTING OVERHEAD/UNDERGROUND ELECTRICAL LINES AND POLE.

22. EXISTING WATER MAIN STRUCTURE TO BE REMOVED.

23. REMOVE REMAINING PARK ITEMS WITHIN DEMO AREAS.

XX

15" HACKBERRY

15" HACKBERRY

MATCHLINE - SEE SHEET CD104

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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

NOVEMBER 18, 2024Revisions: 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

07/08/2025

DEMOLITION PLAN

SHEET 1 OF 8

1" = 30'

30'0 60'15'

N

KEY MAP

CD107

CD108

CD104 CD105 CD106

CD101 CD102 CD103

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

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PAVILION

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PHILLIPS 66 PIPELINE

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UNDERGROUND GAS MARKER

AutoCAD SHX Text 2'x2' BOX CULVERT FL=492.90

AutoCAD SHX Text 2'x2' BOX CULVERT FL=492.68

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15' W ESMT. TO MSD BK. 16230, PG. 2815

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ASPHALT

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RIM=487.3 INV=481.0

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RIM=493.5 INV=487.5 INV=487.3 SE INV=487.3 NW

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8" VCP

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60" RCP

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60" RCP

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BITUMINOUS CURB

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GRILL

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GRILL

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GRILL

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SHELTER

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GRAVEL OVER BITUMINOUS

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GABION WALL

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GABION WALL

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SHUT OFF VALVE FROM PLANS

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HIGH PRESSURE GAS PIPE LINE

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PIPELINE SIGN

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PIPELINE SIGN

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APPROXIMATE LOCATION OF ADDITIONAL PIPELINES PER OWNER SIGNAGE

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BUMPER CURB (TYP)

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ST LOUIS MSD EASEMENT

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CURB

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CD101

LOD

DEMOLISH EXISTING SITE FEATURES

(HARDSCAPES, BUILDINGS, UTILITIES,

ETC.)

REMOVE EXISTING VEGETATION

LIMITS OF DISTURBANCES

CONSTRUCTION FENCE

SILT FENCE

TREE PROTECTION

LEGEND

LOD

SFSF

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MSD EXISTING 60" STORM

PIPE TO REMAIN.

MSD STORM INLETS

FOR 60" STORM

NETWORK TO REMAIN.

EXISTING 36" STORM

PIPE TO REMAIN.

EXISTING 36" STORM

PIPE TO REMAIN.

RELOCATE OVERHEAD

ELECTRIC TO BE

COORDINATED WITH

COR AND UTILITY.

8 16

EXISTING 36" STORM

PIPE TO REMAIN.

STORM INLETS FOR 36"

STORM NETWORK TO

REMAIN.

PROTECT

IN PLACE

PROTECT IN PLACE

EXISTING MANHOLE TO

REMAIN PROTECT IN PLACE

DEMOLISH ABANDONED

SANITARY PIPE, GROUT

AT MANHOLE

CUT AND DEMOLISH

SANITARY PIPE, REROUTE.

LIMITS OF

DISTURBANCE

TERMINATE EXISTING WATER SERVICE FOR

PROPERTY BACK TO EXISTING WATER MAIN.

TERMINATE EXISTING WATER

SERVICE FOR PROPERTY.

PROTECT HYDRANT

AND VALVES IN PLACE

PROTECT ALL TREES ON

PARKS DEPT. PROPERTY

DURING CONSTRUCTION

RELOCATE METER/VALVE TO

PARK PROPERTY. COORDINATE

LOCATION WITH PARKS

DEPARTMENT, REPAIR PIPE.

15" HACKBERRY

15" HACKBERRY

PL

DEMOLITION NOTES:

1. DEMOLISH ALL EXISTING VEGETATION (TREES, SHRUBS, ETC.) ON SYLVAN

SPRINGS PROPERTY.

2. PROTECT EXISTING GRAVE SITES AND GRAVE MARKERS.

3. PROTECT EXISTING UTILITIES DESIGNATED TO REMAIN.

4. NO ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF DISTURBANCE.

5. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE

APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO

LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND

FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE

UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY

SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE

PROPOSED WORK.

6. REFER TO (CG501 - CG502) FOR EROSION CONTROL MEASURES.

7. COORDINATE REMOVAL OF AND MODIFICATION TO EXISTING ST. LOUIS MSD

STRUCTURES, PIPES, AND STORMWATER BMPS WITH ST. LOUIS MSD. REMOVAL,

ABANDONMENT, AND MODIFICATIONS TO EXISTING ST. LOUIS MSD STRUCTURES,

PIPES, AND BMPS SHALL BE TO ST. LOUIS MSD STANDARDS.

8. INSTALL TREE PROTECTION. ALL PROTECTIVE FENCING SHALL BE INSTALLED

PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL

WORK HAS BEEN COMPLETED. IF FENCE REMOVAL IS REQUIRED, OBTAIN PRIOR

APPROVAL FROM THE COR. REFER TO TREE PROTECTION DETAIL ON CG502.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. REMOVE CONCRETE SIDEWALK.

2. REMOVE ASPHALT DRIVE.

3. REMOVE ASPHALT PARKING.

4. REMOVE PAVILION STRUCTURE AND SLAB.

5. REMOVE SHELTER, GAZEBO AND FOUNDATION.

6. REMOVE EXISTING WATERLINE.

7. REMOVE EXISTING SIGNAGE WITHIN ALL DEMO AREAS.

8. REMOVE EXISTING SANITARY SEWER.

9. REMOVE CONCRETE WHEEL STOPS.

10. REMOVE GRAVEL LOT AND CURB STOPS.

11. REMOVE GRAVEL DRIVE.

12. REMOVE ALL PARKING LIGHTING WITHIN DEMO PARKING AREAS.

13. REMOVE EXISTING TREES AND VEGETATION.

14. SAW CUT AND REMOVE EXISTING CURB AND GUTTER AS INDICATED NECESSARY

FOR PROPOSED WORK.

15. RIPRAP CHANNEL TO BE REMOVED.

16. EXISTING STORM STRUCTURES TO BE REMOVED.

17. EXISTING STORM PIPES TO BE REMOVED.

18. REMOVE EXISTING BRIDGE.

19. EXISTING UNDERGROUND SEPTIC TANK TO BE REMOVED.

20. EXISTING CURB STOPS TO BE REMOVED BUT SAVED FOR LATER.

21. REMOVE EXISTING OVERHEAD/UNDERGROUND ELECTRICAL LINES AND POLE.

22. EXISTING WATER MAIN STRUCTURE TO BE REMOVED.

23. REMOVE REMAINING PARK ITEMS WITHIN DEMO AREAS.

XX

MATCHLINE - SEE SHEET CD105

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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

NOVEMBER 18, 2024Revisions: 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

07/08/2025

DEMOLITION PLAN

SHEET 2 OF 8

30'0 60'15'

N

KEY MAP

CD107

CD108

CD104 CD105 CD106

CD101 CD102 CD103

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

AutoCAD SHX Text

PP

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13 SPACES

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3 SPACES

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15 SPACES

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14 SPACES

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14 SPACES

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16 SPACES

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13 SPACES

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13 SPACES

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GRASS

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GRASS

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GRASS

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ASPHALT

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AREA INLET TOP=468.59

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CURB INLET TOP=467.85

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CLEAN OUT

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WATER LID

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ASPHALT

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CONCRETE SWALE

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15' W ESMT. TO ST. LOUIS COUNTY WATER COMPANY BK. 8730, PG. 284

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SANITARY MH TOP=473.76

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RIM=467.3 INV=462.8

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10" VCP

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RIM=476.6 INV=469.6

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10" VCP

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8" VCP

AutoCAD SHX Text 100.1

AutoCAD SHX Text 18.1

AutoCAD SHX Text 15.7

AutoCAD SHX Text 22.3

AutoCAD SHX Text 9.2

AutoCAD SHX Text 10.0

AutoCAD SHX Text 33.7

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60" RCP

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60" RCP

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36" RCP

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36" RCP

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36" RCP

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36" RCP

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12" CMP

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36" RCP

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36" RCP

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36" RCP

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18" VCP

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18" VCP

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36" RCP

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AutoCAD SHX Text 11.3

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RIM=469.4 INV=465.1 (ONLY 2 PIPES IN STRUCTURE)

AutoCAD SHX Text H A L S E Y

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AutoCAD SHX Text DIFFERENT SANITARY SEWER ALIGNMENTS PER AS-BUILT INFORMATION. NO FIELD EVIDENCE OBSERVED OF THESE PIPING CONNECTIONS OR ALIGNMENTS

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RIM=471.3 INV=466.3 FULL OF WATER & SEDIMENT

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RIM=471.3 INV=466.3 FULL OF WATER AND SEDIMENT

AutoCAD SHX Text APPROXIMATE LOCATION OF A SEPTIC TANK DEPICTED FROM AS-BUILT INFO. THERE WAS NO OBSERVED FIELD EVIDENCE OF THIS TANK

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BITUMINOUS CURB

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BITUMINOUS CURB

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RIM=476.3 INV=472.3

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GRILL

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SHELTER

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NO CASTING

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STONE AND CONCRETE

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STEPS

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SHELTER OVERHANG

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GAZEBO

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BUMPER CURB (TYP)

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WATER LINE FROM PLANS

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WATER LINE FROM PLANS

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SHUT OFF VALVE FROM PLANS

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WALKING PATH

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WALKING PATH

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BRIDGE

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36" RCP

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ST LOUIS MSD

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EASEMENT

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CURB

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CD102

SSx

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x

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x

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D

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LOD

LO

D

LODLOD

LOD

RELOCATE OVERHEAD

ELECTRIC TO BE

COORDINATED WITH CO

AND UTILITY.

CUT AND CAP

EXISTING AM.

WATER LINE

RELOCATE EX. SANITARY SEWER LINE.

PIPE TO BE REROUTED. COORDINATE

DEMOLITION AND REPLACEMENT, AND

SERVICE DISRUPTION WITH MSD.

EX. OH ELECTRICAL SERVICE LINES AND POLES TO

BE DEMOLISHED BY ELECTRICAL COMPANY.

CONTRACTOR TO COORDINATE WORK WITH

ELECTRICAL COMPANY.

CUT AND CAP

EXISTING AM.

WATER LINE

PROTECT ALL TREES ON

PARKS DEPT. PROPERTY

DURING CONSTRUCTION

LOD

DEMOLISH EXISTING SITE FEATURES

(HARDSCAPES, BUILDINGS, UTILITIES,

ETC.)

REMOVE EXISTING VEGETATION

LIMITS OF DISTURBANCES

CONSTRUCTION FENCE

SILT FENCE

TREE PROTECTION

LEGEND

LOD

SFSF

15" HACKBERRY

15" HACKBERRY

PL

DEMOLITION NOTES:

1. DEMOLISH ALL EXISTING VEGETATION (TREES, SHRUBS, ETC.) ON SYLVAN

SPRINGS PROPERTY.

2. PROTECT EXISTING GRAVE SITES AND GRAVE MARKERS.

3. PROTECT EXISTING UTILITIES DESIGNATED TO REMAIN.

4. NO ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF DISTURBANCE.

5. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE

APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO

LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND

FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE

UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY

SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE

PROPOSED WORK.

6. REFER TO (CG501 - CG502) FOR EROSION CONTROL MEASURES.

7. COORDINATE REMOVAL OF AND MODIFICATION TO EXISTING ST. LOUIS MSD

STRUCTURES, PIPES, AND STORMWATER BMPS WITH ST. LOUIS MSD. REMOVAL,

ABANDONMENT, AND MODIFICATIONS TO EXISTING ST. LOUIS MSD STRUCTURES,

PIPES, AND BMPS SHALL BE TO ST. LOUIS MSD STANDARDS.

8. INSTALL TREE PROTECTION. ALL PROTECTIVE FENCING SHALL BE INSTALLED

PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL

WORK HAS BEEN COMPLETED. IF FENCE REMOVAL IS REQUIRED, OBTAIN PRIOR

APPROVAL FROM THE COR. REFER TO TREE PROTECTION DETAIL ON CG502.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. REMOVE CONCRETE SIDEWALK.

2. REMOVE ASPHALT DRIVE.

3. REMOVE ASPHALT PARKING.

4. REMOVE PAVILION STRUCTURE AND SLAB.

5. REMOVE SHELTER, GAZEBO AND FOUNDATION.

6. REMOVE EXISTING WATERLINE.

7. REMOVE EXISTING SIGNAGE WITHIN ALL DEMO AREAS.

8. REMOVE EXISTING SANITARY SEWER.

9. REMOVE CONCRETE WHEEL STOPS.

10. REMOVE GRAVEL LOT AND CURB STOPS.

11. REMOVE GRAVEL DRIVE.

12. REMOVE ALL PARKING LIGHTING WITHIN DEMO PARKING AREAS.

13. REMOVE EXISTING TREES AND VEGETATION.

14. SAW CUT AND REMOVE EXISTING CURB AND GUTTER AS INDICATED NECESSARY

FOR PROPOSED WORK.

15. RIPRAP CHANNEL TO BE REMOVED.

16. EXISTING STORM STRUCTURES TO BE REMOVED.

17. EXISTING STORM PIPES TO BE REMOVED.

18. REMOVE EXISTING BRIDGE.

19. EXISTING UNDERGROUND SEPTIC TANK TO BE REMOVED.

20. EXISTING CURB STOPS TO BE REMOVED BUT SAVED FOR LATER.

21. REMOVE EXISTING OVERHEAD/UNDERGROUND ELECTRICAL LINES AND POLE.

22. EXISTING WATER MAIN STRUCTURE TO BE REMOVED.

23. REMOVE REMAINING PARK ITEMS WITHIN DEMO AREAS.

XX

MATCHLINE - SEE SHEET CD106

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

D

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

NOVEMBER 18, 2024Revisions: 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

07/08/2025

DEMOLITION PLAN

SHEET 3 OF 8

30'0 60'15'

N

KEY MAP

CD107

CD108

CD104 CD105 CD106

CD101 CD102 CD103

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text W

AutoCAD SHX Text

GRASS

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GRASS

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15' W ESMT. TO ST. LOUIS COUNTY WATER COMPANY BK. 8730, PG. 284

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UNDERGROUND WATER MARKER

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ROCK

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12" PVC

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10" PVC

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10" PVC

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10" PVC

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RIM=514.1 INV=505.7

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RIM=513.2 INV=504.3

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SPRINGS

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ROAD

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SYLVAN

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BORING 3

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BITUMINOUS CURB

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GRILL

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WATER LINE FROM PLANS

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BUMPER CURB (TYP)

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STREET ENDS

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AM. WATER

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EASEMENT (ABANDONED)

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WATER LINE FROM PLANS

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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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CURB

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CD103

G x

G x

G x

G x

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UE x

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UE x

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UE x UE x

UE x UE x UE x

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Wx

Wx WxWx

Wx

Wx

Wx

W x

W x

W x

Wx

W x

SDx

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

OMAR BRADLEY DR

OMAR BRADLEY DR

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

DEMOLISH EXISTING SITE FEATURES

(HARDSCAPES, BUILDINGS, UTILITIES,

ETC.)

REMOVE EXISTING VEGETATION

LIMITS OF DISTURBANCES

CONSTRUCTION FENCE

SILT FENCE

TREE PROTECTION

LEGEND

LOD

SFSF

15" HACKBERRY

15" HACKBERRY

PL

DEMOLITION NOTES:

1. DEMOLISH ALL EXISTING VEGETATION (TREES, SHRUBS, ETC.) ON SYLVAN

SPRINGS PROPERTY.

2. PROTECT EXISTING GRAVE SITES AND GRAVE MARKERS.

3. PROTECT EXISTING UTILITIES DESIGNATED TO REMAIN.

4. NO ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF DISTURBANCE.

5. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE

APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO

LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND

FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE

UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY

SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE

PROPOSED WORK.

6. REFER TO (CG501 - CG502) FOR EROSION CONTROL MEASURES.

7. COORDINATE REMOVAL OF AND MODIFICATION TO EXISTING ST. LOUIS MSD

STRUCTURES, PIPES, AND STORMWATER BMPS WITH ST. LOUIS MSD. REMOVAL,

ABANDONMENT, AND MODIFICATIONS TO EXISTING ST. LOUIS MSD STRUCTURES,

PIPES, AND BMPS SHALL BE TO ST. LOUIS MSD STANDARDS.

8. INSTALL TREE PROTECTION. ALL PROTECTIVE FENCING SHALL BE INSTALLED

PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL

WORK HAS BEEN COMPLETED. IF FENCE REMOVAL IS REQUIRED, OBTAIN PRIOR

APPROVAL FROM THE COR. REFER TO TREE PROTECTION DETAIL ON CG502.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. REMOVE CONCRETE SIDEWALK.

2. REMOVE ASPHALT DRIVE.

3. REMOVE ASPHALT PARKING.

4. REMOVE PAVILION STRUCTURE AND SLAB.

5. REMOVE SHELTER, GAZEBO AND FOUNDATION.

6. REMOVE EXISTING WATERLINE.

7. REMOVE EXISTING SIGNAGE WITHIN ALL DEMO AREAS.

8. REMOVE EXISTING SANITARY SEWER.

9. REMOVE CONCRETE WHEEL STOPS.

10. REMOVE GRAVEL LOT AND CURB STOPS.

11. REMOVE GRAVEL DRIVE.

12. REMOVE ALL PARKING LIGHTING WITHIN DEMO PARKING AREAS.

13. REMOVE EXISTING TREES AND VEGETATION.

14. SAW CUT AND REMOVE EXISTING CURB AND GUTTER AS INDICATED NECESSARY

FOR PROPOSED WORK.

15. RIPRAP CHANNEL TO BE REMOVED.

16. EXISTING STORM STRUCTURES TO BE REMOVED.

17. EXISTING STORM PIPES TO BE REMOVED.

18. REMOVE EXISTING BRIDGE.

19. EXISTING UNDERGROUND SEPTIC TANK TO BE REMOVED.

20. EXISTING CURB STOPS TO BE REMOVED BUT SAVED FOR LATER.

21. REMOVE EXISTING OVERHEAD/UNDERGROUND ELECTRICAL LINES AND POLE.

22. EXISTING WATER MAIN STRUCTURE TO BE REMOVED.

23. REMOVE REMAINING PARK ITEMS WITHIN DEMO AREAS.

XX

MATCHLINE - SEE SHEET CD101

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

D

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

NOVEMBER 18, 2024Revisions: 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

07/08/2025

DEMOLITION PLAN

SHEET 4 OF 8

30'0 60'15'

N

KEY MAP

CD107

CD108

CD104 CD105 CD106

CD101 CD102 CD103

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

AutoCAD SHX Text

SIGN

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BITUMINOUS CURB

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BITUMINOUS CURB

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GRAVEL OVER BITUMINOUS

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4 PIPELINE SIGNS

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STORM MANHOLE

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FOM

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GLM

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GLM

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GLM

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GLM

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LID 2.21

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LID 2.21

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26 1/2" DIA.

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LID 2.21

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26 1/2" DIA.

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26 1/2" DIA.

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26 1/2" DIA.

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IRR

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IRR

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IRR

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IRR

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MH 29H4-050S TP=517.19 FL=509.22

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MH 29H4-049S TP=515.80 FL=507.74

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8" VCP

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8" VCP

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8" VCP

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GI TP=470.28 FL=466.40

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GI TP=486.04 FL=482.07

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GI 29H3-158D TP=486.04 FL=481.99

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GI 29H4-165D TP=486.41 FL=481.91

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GI 29H4-166D TP=486.36 FL=480.96

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GI TP=484.89 FL=479.46

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GI 29H4-170D TP=484.76 FL=479.19

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MH 29H3-159D TP=485.13 FL=479.68

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MH 29H4-167D TP=484.60 FL=478.10

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12" RCP

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12" RCP

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12" RCP

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12" RCP

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12" RCP

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12" RCP

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12" RCP

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12" PVC

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FL=481.63

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FL=479.51

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CURB

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CD104

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SITE BENCHMARK #2

"L" ON SE CORNER OF HEADWALL

ELEV.=470.81

SDx SDx SDxSDx SDx SDx SDx SDx SDx

SDx SDx SDx

SDx SDx

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PROPERTY LINE

PROPERTY LINE

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

EXISTING MSD 60" STORM

PIPE TO REMAIN

EXISTING MSD 60"

STORM PIPE TO

REMAIN

EX. STORM PIPE AND

HEADWALLS TO BE

DEMOLISHED

EXISTING MSD 60"

STORM PIPE TO

REMAIN

REMOVE EXISTING HOOD,

ADJUST TO FINISHED GRADE

EXISTING MSD STRUCTURE

29H3-112D TO REMAIN,

PROTECT IN PLACE.

EXISTING MSD SANITARY SEWER

STRUCTURE MH29H3-047S, OUTFALL PIPE.

PROTECT IN PLACE

EXISTING MSD MANHOLE

MH-29H3-047S, PROTECT

IN PLACE.

PROTECT EXISTING

COMMUNICATION

LINES

EXISTING MSD STORMWATER INLET

STRUCTURE, PIPES, AND 5'x10' DRAINAGE

CULVERT. PROTECT IN PLACE

EXISTING MSD 60" STORM

PIPE TO BE DEMOLISHED.

SAWCUT OR REMOVE

WHOLE SECTION WHEN

DEMOLISHING. LIMITS OF DISTURBANCE

REMOVE EXISTING HOOD,

ADJUST TO FINISHED GRADE

PROTECT EXISTING

COMMUNICATION

LOD

DEMOLISH EXISTING SITE FEATURES

(HARDSCAPES, BUILDINGS, UTILITIES,

ETC.)

REMOVE EXISTING VEGETATION

LIMITS OF DISTURBANCES

CONSTRUCTION FENCE

SILT FENCE

TREE PROTECTION

LEGEND

LOD

SFSF

15" HACKBERRY

15" HACKBERRY

PL

DEMOLITION NOTES:

1. DEMOLISH ALL EXISTING VEGETATION (TREES, SHRUBS, ETC.) ON SYLVAN

SPRINGS PROPERTY.

2. PROTECT EXISTING GRAVE SITES AND GRAVE MARKERS.

3. PROTECT EXISTING UTILITIES DESIGNATED TO REMAIN.

4. NO ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF DISTURBANCE.

5. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE

APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO

LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND

FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE

UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY

SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE

PROPOSED WORK.

6. REFER TO (CG501 - CG502) FOR EROSION CONTROL MEASURES.

7. COORDINATE REMOVAL OF AND MODIFICATION TO EXISTING ST. LOUIS MSD

STRUCTURES, PIPES, AND STORMWATER BMPS WITH ST. LOUIS MSD. REMOVAL,

ABANDONMENT, AND MODIFICATIONS TO EXISTING ST. LOUIS MSD STRUCTURES,

PIPES, AND BMPS SHALL BE TO ST. LOUIS MSD STANDARDS.

8. INSTALL TREE PROTECTION. ALL PROTECTIVE FENCING SHALL BE INSTALLED

PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL

WORK HAS BEEN COMPLETED. IF FENCE REMOVAL IS REQUIRED, OBTAIN PRIOR

APPROVAL FROM THE COR. REFER TO TREE PROTECTION DETAIL ON CG502.

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. REMOVE CONCRETE SIDEWALK.

2. REMOVE ASPHALT DRIVE.

3. REMOVE ASPHALT PARKING.

4. REMOVE PAVILION STRUCTURE AND SLAB.

5. REMOVE SHELTER, GAZEBO AND FOUNDATION.

6. REMOVE EXISTING WATERLINE.

7. REMOVE EXISTING SIGNAGE WITHIN ALL DEMO AREAS.

8. REMOVE EXISTING SANITARY SEWER.

9. REMOVE CONCRETE WHEEL STOPS.

10. REMOVE GRAVEL LOT AND CURB STOPS.

11. REMOVE GRAVEL DRIVE.

12. REMOVE ALL PARKING LIGHTING WITHIN DEMO PARKING AREAS.

13. REMOVE EXISTING TREES AND VEGETATION.

14. SAW CUT AND REMOVE EXISTING CURB AND GUTTER AS INDICATED NECESSARY

FOR PROPOSED WORK.

15. RIPRAP CHANNEL TO BE REMOVED.

16. EXISTING STORM STRUCTURES TO BE REMOVED.

17. EXISTING STORM PIPES TO BE REMOVED.

18. REMOVE EXISTING BRIDGE.

19. EXISTING UNDERGROUND SEPTIC TANK TO BE REMOVED.

20. EXISTING CURB STOPS TO BE REMOVED BUT SAVED FOR LATER.

21. REMOVE EXISTING OVERHEAD/UNDERGROUND ELECTRICAL LINES AND POLE.

22. EXISTING WATER MAIN STRUCTURE TO BE REMOVED.

23. REMOVE REMAINING PARK ITEMS WITHIN DEMO AREAS.

XX

MATCHLINE - SEE SHEET CD102

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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

NOVEMBER 18, 2024Revisions: 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

07/08/2025

DEMOLITION PLAN

SHEET 5 OF 8

30'0 60'15'

N

KEY MAP

CD107

CD108

CD104 CD105 CD106

CD101 CD102 CD103

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

AutoCAD SHX Text

13 SPACES

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13 SPACES

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13 SPACES

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AREA INLET TOP=468.59

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CURB INLET TOP=500.94

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UNDERGROUND CABLE MARKER

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STORM MH TOP=489.32

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STORM INLET TOP=476.93

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UNDERGROUND CABLE MARKER

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12" PVC

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10"VCP

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10" VCP

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4" PVC

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6" PVC

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48" RCP

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48" RCP

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36" VCP

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36" RCP

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60" RCP

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ROAD

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SPRINGS

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SYLVAN

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BITUMINOUS CURB

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BITUMINOUS CURB

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BITUMINOUS CURB

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RIM=468.8 INV=456.9

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RIM=465.6 INV=464.9 E THIS COULD GO INTO THE 48" RCP, UNVERIFIABLE

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RIM=467.2 INV=461.0 N INV=453.9 S

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RIM=466.8 INV=463.2 NE INV=463.2 SW

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RIM=466.9 INV=463.5 NE INV=463.5 SW

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INV=462.2

AutoCAD SHX Text THIS SIDE OF THE BRIDGE IS CINDER BLOCKED OFF AND FILLED IN WITH THE 36" PIPE DISCHARGING UNDER THE BRIDGE

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STONE AND CONCRETE

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SEE DETAIL

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ST LOUIS MSD EASEMENT

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PRIVATE

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CURB

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CURB

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FOM

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FOM

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FOM

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FOM

AutoCAD SHX Text 4'-0"

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AutoCAD SHX Text 48"

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AutoCAD SHX Text 54"

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Aut…

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