VA 854-042 - JBNC Phase 1 Drawings 2.0 30-46.pdf
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- Jefferson Barracks National Cemetery, Sylvan Springs, Phase 1 Development Federal contract opportunity
- Solicitation number
- 36C10F25R0006
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SHERIDAN RD
SHERIDAN RD R
O
AD
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AD
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R O
AD
B
R O
AD
B
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R O
AD
C
ROAD A
ROAD A
ROAD A
ROAD A
JEFFERSON BLVD
451451
451451
RO
AD D
R O
AD
C
FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
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
MATCHLINE - SEE SHEET GC111
MA
TC
HL
IN
E
- S
EE
S
HE
ET
G C1
0'
1"=30'-0"
20'10' 40'30' 50' 60'
KEY MAP
ENLARGED SITE PLAN - 4
GC114
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
SECTION
SECTION
1. SEE NOTES ON GC101.
GENERAL NOTES
971773.169 878598.585
971640.880 879281.234
FWS-4
#KEY NOTES
1. MOUNTABLE CURB
2. ASPHALT ROAD PAVING
3. GRAVEL SERVICE ACCESS DRIVE
4. CONCRETE WALK PAVING
5. FLOWER WATERING STATION
6. GRAVESITE LOCATOR BUILDING - SEE SHEET GC404
7. MAINTENANCE COMPLEX - SEE SHEET CG405
8. MAINTENANCE YARD CONCRETE PAVING
9. MAIN ENTRANCE FEATURE - SEE SHEET GC402
10. 4' HT. PERIMETER FENCING/ CONC. MOW STRIP
11. DOUBLE COLUMBARIUM NICHES - SEE SHEET GC401
12. CSS PRIVACY WALLS
13. ACCESSIBLE RAMP
14. GRAVESITE GRID MONUMENT
15. ACCESSIBLE VAN PARKING SPACE
16. 8' HT CHAIN LINK FENCING
17. CANTILEVERED SLIDING GATE
18. SECTION MARKERS (SEE SHEETS CS411-CS418)
19. STEEL BOLLARD
20. 4' HT. VINYL COATED C.L. GATE (DOUBLE SWING)
#KEY NOTES
CS501
CS501
CS501
CS501
LS503
CS501
LC524
LS512
F2
LS512
F7
AB505
LC532
LS532
LC532
LS532
LC540
LEGEND
CHAIN LINK FENCExxxx
PROPERTY LINE
GRAVESITE GRID MONUMENT
SECTION MARKER
FLOWER WATERING STATION
PW JM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
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AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
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15" HACKBERRY
15" HACKBERRY
SHERIDAN RD
SHERIDAN RD R
O
AD
A
R O
AD
A
ROAD A
R O
AD
B
R O
AD
B
ROAD A
R O
AD
C
ROAD A
ROAD A
ROAD A
ROAD A
JEFFERSON BLVD
451451
451451
RO
AD D
R O
AD
C
FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
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
MATCHLINE - SEE SHEET GC112
MA
TC
HL
IN
E
- S
EE
S
HE
ET
G C1
MA
TC
HL
IN
E
- S
EE
S
HE
ET
G C1
0'
1"=30'-0"
20'10' 40'30' 50' 60'
KEY MAP
ENLARGED SITE PLAN -5
GC115
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
SECTION
SECTION
SECTION
1. SEE NOTES ON GC101.
GENERAL NOTES
1 2
SEE SHEET GC405 FOR ENLARGED PLAN OF
MAINTENANCE AREA
971622.476 879513.401
971610.766 879831.236
971625.199
879850.804 971624.620
879918.578 971601.289
880174.288 971592.776
880224.319
FWS -5
FWS-11
971784.05 880152.49
EARLY TURNOVER AREA
#KEY NOTES
1. MOUNTABLE CURB
2. ASPHALT ROAD PAVING
3. GRAVEL SERVICE ACCESS DRIVE
4. CONCRETE WALK PAVING
5. FLOWER WATERING STATION
6. GRAVESITE LOCATOR BUILDING - SEE SHEET GC404
7. MAINTENANCE COMPLEX - SEE SHEET CG405
8. MAINTENANCE YARD CONCRETE PAVING
9. MAIN ENTRANCE FEATURE - SEE SHEET GC402
10. 4' HT. PERIMETER FENCING/ CONC. MOW STRIP
11. DOUBLE COLUMBARIUM NICHES - SEE SHEET GC401
12. CSS PRIVACY WALLS
13. ACCESSIBLE RAMP
14. GRAVESITE GRID MONUMENT
15. ACCESSIBLE VAN PARKING SPACE
16. 8' HT CHAIN LINK FENCING
17. CANTILEVERED SLIDING GATE
18. SECTION MARKERS (SEE SHEETS CS411-CS418)
19. STEEL BOLLARD
20. 5' HT. VINYL COATED C.L. GATE (DOUBLE SWING)
#KEY NOTES
CS501
CS501
CS501
CS501
LS503
CS501
LC524
LS512
F2
LS512
F7
AB505
LC532
LC532
LC507
CS532
LC540
LEGEND
CHAIN LINK FENCExxxx
PROPERTY LINE
GRAVESITE GRID MONUMENT
SECTION MARKER
EARLY TURN OVER AREA
FLOWER WATERING STATION
971612.033 879910.354
971608.291 880104.537
PW JM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
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204-12
204-13
204-14
204-15
207-01
207-02
207-03
207-04
207-07
207-08
207-09
207-10
207-13
207-14
207-15
207-16
SHERIDAN RD
R O
AD
A
JEFFERSON BLVD
B1
B1
B1
B1
B1
B1
B1
B1
201-10
201-01
201-02
201-03
201-04
201-05
201-06
201-07
201-08
201-09
201-11
201-12
201-13
202-01
202-02
202-03
202-04
202-05
202-06
202-07
202-08
202-09
202-10
202-11
202-12
202-13
202-14
202-15
202-16
203-01
203-02
203-03
203-04
203-05
230-06
203-07
203-08
203-09
203-10
203-11
203-12
203-13
203-14
203-15
203-16
203-17
204-01
204-02
204-03
204-04
204-05
204-06
204-07
204-08
204-09
204-10
204-11
204-12
204-13
204-14
204-15
205-01
205-02
205-03
205-04
205-05
205-06
205-07
205-08
205-09
205-10
205-11
205-12
205-13
205-14
205-15
205-16
205-17
205-18
205-19
205-20
205-21
205-22
205-23
205-24
205-25
206-01
206-02
206-03
206-04
206-05
206-06
206-07
206-08
206-09
206-10
206-11
206-12
206-13
206-14
206-15
206-16
206-17
206-18
206-19
206-20
206-21
206-22
206-23
206-24
206-25
206-26
206-27
206-28
207-01
207-02
207-03
207-04
207-05
207-06
207-07
207-08
207-09
207-10
207-11
207-12
207-13
207-14
207-15
207-16
207-17
207-18
208A-05
208A-04
208A-03
208A-02
208A-01
208-17
208-16
208-15
208-14
208-13
208-12
208-11
208-10
208-09
208-08
208-07
208-06
208-05
208-04
208-03
208-02 208-01
209-01
209-02
209-03
209-04
209-05
209-06
209-07
209-08
209-09
209-10
209-11
209-12
209-13
209-14
209-15
209-16
209-17
209-18
209-19
209-20
209-21
209-22
209-23
210-01
210-02
210-03
210-04
210-05
210-06
210-07
210-08
210-09
210-10
210-11
210-12
210-13
210-14
210-15
210-16
210-17
210-18
210-19
210-20
210-21
210-22
210-23
210-24
210-25
210-26
210-27
210-28
210-29
210-30
210-31
210-32
211-23
211-22
211-21
211-20
211-19
211-18
211-17
211-16
211-15
211-14
211-13
211-12
211-11
211-10
211-09
211-08
211-07
211-06
211-05
211-04
211-03
211-02
211-01
12-26
212-25
212-24
212-23
212-21
212-22
212-20
212-19
212-18
212-17
212-16
212-15
212-14
212-13
212-12
212-11
212-10
212-09
212-08
212-07
212-06
212-05
212-04
212-03
212-02
212-01
213-35
213-34
213-33
213-32
213-31
213-30
213-29
213-28
213-27
213-26
213-25
213-24
213-23
213-22
213-21
213-20
213-19
213-18
213-17
213-16
213-15
213-14
213-13
213-12
213-11
213-10
213-09
213-08
213-07
213-06
213-05
213-04
213-03
213-02
213-01
214-01
214-02
214-04
214-05
214-06
214-07
214-08
214-09
214-10
214-11
214-12
214-13
214-14
214-15
214-16
214-17
214-18
214-19
214-20
214-21
214-22
214-23
214-24
214-25
215-01
215-02
215-03
215-04
215-05
215-06
215-07
215-08
215-09
215-10
215-11
215-12
215-13
215-14
215-15
215-16
215-17
215-18
215-19
215-20
215-21
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
217-20
217-19
217-18
217-17
217-16
217-15
217-14
217-13
217-12
217-11
217-10
217-09
217-08
217-07
217-06
217-05
217-04
217-03
217-02
217-01
218-14
218-13
218-12
218-11
218-10
218-09
218-08
218-07
218-06
218-05
218-04
218-03
218-02
218-01
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
214-03
15" HACKBERRY
15" HACKBERRY
SHERIDAN RD
SHERIDAN RD R
O
AD
A
R O
AD
A
ROAD A
R O
AD
B
R O
AD
B
ROAD A
R O
AD
C
ROAD A
ROAD A
ROAD A
ROAD A
JEFFERSON BLVD
451451
451451
RO
AD D
R O
AD
C
FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
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
MATCHLINE - SEE SHEET GC113
MA
TC
HL
IN
E
- S
EE
S
HE
ET
G C1
0'
1"=30'-0"
20'10' 40'30' 50' 60'
KEY MAP
ENLARGED SITE PLAN-6
GC116
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
SECTION
SECTION
18 18
1. SEE NOTES ON GC101.
GENERAL NOTES
SEE SHEET GC402 FOR ENLARGED PLAN OF
ENTRY FEATURE
START 5' HT. VINYL COATED
CHAIN LINK FENCE AND
CONCRETE MOWING STRIP
971586.651 880291.061
971585.905 880338.900
971590.119 880337.901
971613.159 880400.542
971611.305 880474.887
971608.797 880478.619
971613.772 880596.316
971639.283 880622.079
LIMIT OF OVERALL
ENTRY GATE
END 5' HT. VINYL COATED
CHAIN LINK FENCE AND
CONCRETE MOWING STRIP
FWS-12
EARLY TURNOVER AREA
#KEY NOTES
1. MOUNTABLE CURB
2. ASPHALT ROAD PAVING
3. GRAVEL SERVICE ACCESS DRIVE
4. CONCRETE WALK PAVING
5. FLOWER WATERING STATION
6. GRAVESITE LOCATOR BUILDING - SEE SHEET GC404
7. MAINTENANCE COMPLEX - SEE SHEET CG405
8. MAINTENANCE YARD CONCRETE PAVING
9. MAIN ENTRANCE FEATURE - SEE SHEET GC402
10. 4' HT. PERIMETER FENCING/ CONC. MOW STRIP
11. DOUBLE COLUMBARIUM NICHES - SEE SHEET GC401
12. CSS PRIVACY WALLS
13. ACCESSIBLE RAMP
14. GRAVESITE GRID MONUMENT
15. ACCESSIBLE VAN PARKING SPACE
16. 8' HT CHAIN LINK FENCING
17. CANTILEVERED SLIDING GATE
18. SECTION MARKERS (SEE SHEETS CS411-CS418)
19. STEEL BOLLARD
20. 4' HT. VINYL COATED C.L. GATE (DOUBLE SWING)
#KEY NOTES
CS501
CS501
CS501
CS501
LS503
CS501
LC524
LS512
F2
LS512
F7
AB505
LC532
LC532
LC532
LC532
LC540
LEGEND
CHAIN LINK FENCExxxx
PROPERTY LINE
GRAVESITE GRID MONUMENT
SECTION MARKER
EARLY TURN OVER AREA
FLOWER WATERING STATION
PW JM
LC530
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
451451
451451
Sidewalk:Drains to Columb Deck
172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
B1
B1
B1
B1
B1
B1
B1
B1
201-10
201-01
201-02
201-03
201-04
201-05
201-06
201-07
201-08
201-09
201-11
201-12
201-13
202-01
202-02
202-03
202-04
202-05
202-06
202-07
202-08
202-09
202-10
202-11
202-12
202-13
202-14
202-15
202-16
203-01
203-02
203-03
203-04
203-05
230-06
203-07
203-08
203-09
203-10
203-11
203-12
203-13
203-14
203-15
203-16
203-17
204-01
204-02
204-03
204-04
204-05
204-06
204-07
204-08
204-09
204-10
204-11
204-12
204-13
204-14
204-15
205-01
205-02
205-03
205-04
205-05
205-06
205-07
205-08
205-09
205-10
205-11
205-12
205-13
205-14
205-15
205-16
205-17
205-18
205-19
205-20
205-21
205-22
205-23
205-24
205-25
206-01
206-02
206-03
206-04
206-05
206-06
206-07
206-08
206-09
206-10
206-11
206-12
206-13
206-14
206-15
206-16
206-17
206-18
206-19
206-20
206-21
206-22
206-23
206-24
206-25
206-26
206-27
206-28
207-01
207-02
207-03
207-04
207-05
207-06
207-07
207-08
207-09
207-10
207-11
207-12
207-13
207-14
207-15
207-16
207-17
207-18
208A-05
208A-04
208A-03
208A-02
208A-01
208-17
208-16
208-15
208-14
208-13
208-12
208-11
208-10
208-09
208-08
208-07
208-06
208-05
208-04
208-03
208-02 208-01
209-01
209-02
209-03
209-04
209-05
209-06
209-07
209-08
209-09
209-10
209-11
209-12
209-13
209-14
209-15
209-16
209-17
209-18
209-19
209-20
209-21
209-22
209-23
210-01
210-02
210-03
210-04
210-05
210-06
210-07
210-08
210-09
210-10
210-11
210-12
210-13
210-14
210-15
210-16
210-17
210-18
210-19
210-20
210-21
210-22
210-23
210-24
210-25
210-26
210-27
210-28
210-29
210-30
210-31
210-32
211-23
211-22
211-21
211-20
211-19
211-18
211-17
211-16
211-15
211-14
211-13
211-12
211-11
211-10
211-09
211-08
211-07
211-06
211-05
211-04
211-03
211-02
211-01
12-26
212-25
212-24
212-23
212-21
212-22
212-20
212-19
212-18
212-17
212-16
212-15
212-14
212-13
212-12
212-11
212-10
212-09
212-08
212-07
212-06
212-05
212-04
212-03
212-02
212-01
213-35
213-34
213-33
213-32
213-31
213-30
213-29
213-28
213-27
213-26
213-25
213-24
213-23
213-22
213-21
213-20
213-19
213-18
213-17
213-16
213-15
213-14
213-13
213-12
213-11
213-10
213-09
213-08
213-07
213-06
213-05
213-04
213-03
213-02
213-01
214-01
214-02
214-04
214-05
214-06
214-07
214-08
214-09
214-10
214-11
214-12
214-13
214-14
214-15
214-16
214-17
214-18
214-19
214-20
214-21
214-22
214-23
214-24
214-25
215-01
215-02
215-03
215-04
215-05
215-06
215-07
215-08
215-09
215-10
215-11
215-12
215-13
215-14
215-15
215-16
215-17
215-18
215-19
215-20
215-21
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
217-20
217-19
217-18
217-17
217-16
217-15
217-14
217-13
217-12
217-11
217-10
217-09
217-08
217-07
217-06
217-05
217-04
217-03
217-02
217-01
218-14
218-13
218-12
218-11
218-10
218-09
218-08
218-07
218-06
218-05
218-04
218-03
218-02
218-01
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
214-03
15" HACKBERRY
15" HACKBERRY
SHERIDAN RD
SHERIDAN RD R
O
AD
A
R O
AD
A
ROAD A
R O
AD
B
R O
AD
B
ROAD A
R O
AD
C
ROAD A
ROAD A
ROAD A
ROAD A
JEFFERSON BLVD
451451
451451
RO
AD D
R O
AD
C
FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
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
0'
1"=30'-0"
20'10' 40'30' 50' 60'
KEY MAP
ENLARGED SITE PLAN - 7
GC117
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
1. SEE NOTES ON GC101.
GENERAL NOTES
SEE SHEET GC400 FOR ENLARGED PLAN OF
COLUMBARIUM E
EXISTING COLUMBARIUM D
G
EN
TR
Y
R O
AD
MIRAVALLE DRIVE
BURIAL SECTION T
TR
U
M
AN
D R
IV
E
MIRAVALLE DRIVE
LEGEND
FLOWER WATERING STATION
BENCH
PW JM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
B1
B1
B1
B1
B1
B1
B1
B1
201-10
201-01
201-02
201-03
201-04
201-05
201-06
201-07
201-08
201-09
201-11
201-12
201-13
202-01
202-02
202-03
202-04
202-05
202-06
202-07
202-08
202-09
202-10
202-11
202-12
202-13
202-14
202-15
202-16
203-01
203-02
203-03
203-04
203-05
230-06
203-07
203-08
203-09
203-10
203-11
203-12
203-13
203-14
203-15
203-16
203-17
204-01
204-02
204-03
204-04
204-05
204-06
204-07
204-08
204-09
204-10
204-11
204-12
204-13
204-14
204-15
205-01
205-02
205-03
205-04
205-05
205-06
205-07
205-08
205-09
205-10
205-11
205-12
205-13
205-14
205-15
205-16
205-17
205-18
205-19
205-20
205-21
205-22
205-23
205-24
205-25
206-01
206-02
206-03
206-04
206-05
206-06
206-07
206-08
206-09
206-10
206-11
206-12
206-13
206-14
206-15
206-16
206-17
206-18
206-19
206-20
206-21
206-22
206-23
206-24
206-25
206-26
206-27
206-28
207-01
207-02
207-03
207-04
207-05
207-06
207-07
207-08
207-09
207-10
207-11
207-12
207-13
207-14
207-15
207-16
207-17
207-18
208A-05
208A-04
208A-03
208A-02
208A-01
208-17
208-16
208-15
208-14
208-13
208-12
208-11
208-10
208-09
208-08
208-07
208-06
208-05
208-04
208-03
208-02 208-01
209-01
209-02
209-03
209-04
209-05
209-06
209-07
209-08
209-09
209-10
209-11
209-12
209-13
209-14
209-15
209-16
209-17
209-18
209-19
209-20
209-21
209-22
209-23
210-01
210-02
210-03
210-04
210-05
210-06
210-07
210-08
210-09
210-10
210-11
210-12
210-13
210-14
210-15
210-16
210-17
210-18
210-19
210-20
210-21
210-22
210-23
210-24
210-25
210-26
210-27
210-28
210-29
210-30
210-31
210-32
211-23
211-22
211-21
211-20
211-19
211-18
211-17
211-16
211-15
211-14
211-13
211-12
211-11
211-10
211-09
211-08
211-07
211-06
211-05
211-04
211-03
211-02
211-01
12-26
212-25
212-24
212-23
212-21
212-22
212-20
212-19
212-18
212-17
212-16
212-15
212-14
212-13
212-12
212-11
212-10
212-09
212-08
212-07
212-06
212-05
212-04
212-03
212-02
212-01
213-35
213-34
213-33
213-32
213-31
213-30
213-29
213-28
213-27
213-26
213-25
213-24
213-23
213-22
213-21
213-20
213-19
213-18
213-17
213-16
213-15
213-14
213-13
213-12
213-11
213-10
213-09
213-08
213-07
213-06
213-05
213-04
213-03
213-02
213-01
214-01
214-02
214-04
214-05
214-06
214-07
214-08
214-09
214-10
214-11
214-12
214-13
214-14
214-15
214-16
214-17
214-18
214-19
214-20
214-21
214-22
214-23
214-24
214-25
215-01
215-02
215-03
215-04
215-05
215-06
215-07
215-08
215-09
215-10
215-11
215-12
215-13
215-14
215-15
215-16
215-17
215-18
215-19
215-20
215-21
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
217-20
217-19
217-18
217-17
217-16
217-15
217-14
217-13
217-12
217-11
217-10
217-09
217-08
217-07
217-06
217-05
217-04
217-03
217-02
217-01
218-14
218-13
218-12
218-11
218-10
218-09
218-08
218-07
218-06
218-05
218-04
218-03
218-02
218-01
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
214-03
15" HACKBERRY
15" HACKBERRY
SHERIDAN RD
SHERIDAN RD R
O
AD
A
R O
AD
A
ROAD A
R O
AD
B
R O
AD
B
ROAD A
R O
AD
C
ROAD A
ROAD A
ROAD A
ROAD A
JEFFERSON BLVD
451451
451451
RO
AD D
R O
AD
C
FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
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
20'0
1"=20'-0"
40'10'5'
KEY MAP
ENLARGED SITE PLAN - 8
GC118
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
1. SEE NOTES ON GC101.
GENERAL NOTES
SEE SHEET GC403 FOR ENLARGED PLAN OF
NEW COMMITTAL SERVICE SHELTER #4
LEGEND
EXISTING TREE LINE
TR
UM
AN
D
RI
VE
SECTION RR
SECTION 1P
SECTION 1-O
PW JM
CLIN 006 OPTION #4 COMMITTAL SHELTER #4
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
LP1
LP2
LP3
LP4
LP5
LP6
LP7
LP8
LP9
LP10
LP11
LP12
LP13
LP14
LP15
LP16
LP17
LP18
LP19
LP20
10.00'
TYP.
CURB RAMP WITH
TACTILE WARNING
STRIP, TYP.
8.00'
TYP.
3.00'
TYP.
8.00'
TYP.
.40'
.25'
.25'
.25'
.56'
.25'
.56'
.25'
.72'
.25'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
66.13' 11 EQ. PANELS
3.00'
TYP.
7.83'
TYP.
5.00'
TYP.
±17.00'
TYP.
14.00' 8.00'
20.00' 8.00'
20.00' 8.00'
20.00' 8.00'
20.00' 8.00'
14.00'
.25'
CONCRETE PAVEMENT,
LIGHT DUTY TYP.
BENCH, SEE SITE
FURNISHING PLANS, TYP.
COLUMBARIUM WALL, TYP.
EXPANSION
JOINT, TYP.
CONTROL
JOINT, TYP.
DECORATIVE GRAVEL STRIP, TYP.
3.50'
3.50'
LAYOUT
LINE, TYP.
LAYOUT
POINT, TYP.
±28.46' 4 EQ
. PANELS
5 EQ
. PANELS
5 EQ
. PANELS
9.60' 6.39'
9 EQ. PANELS
9 EQ. PANELS
8 EQ. PANELS
8 EQ. PANELS
7 EQ. PANELS
7 EQ. PANELS
7 EQ. PANELS
7 EQ. PANELS
6 EQ. PANELS
45.66' 8 EQ. PANELS
LC501
LC521
LC524
FLOWER WATERING STATION, SEE
SITE FURNISHING PLANS, TYP.
AREA DRAIN, SEE COLUMBARIUM
GRADING AND DRAINAGE PLANS,
TYP.
LC524
CONTROL
JOINT, TYP.
LC524
EXPANSION
JOINT, TYP.
LC524
HANDRAIL BOTH SIDES OF
RAMP
FLOWER WATERING
STATION
LS503
LS503
CURB RAMP WITH
TACTILE WARNING
STRIP, TYP.
LC524
CURB RAMP WITH
TACTILE WARNING
STRIP, TYP.
LC524
LC524
LS503
THICKENED
CONCRETE EDGE,
TYP.
LC524
EJ
EJEJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ EJ
EJ
EJ
EJ
EJEJ
EJ
EJEJ
EJ
EJEJ
EJ
EJ
EJ EJ EJ
EJEJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
G
EN
TR
Y
RO
AD
SEE DETAIL 1, LC501 FOR
DISTANCE BETWEEN WALL
LAYOUT POINT AND FACE OF
FOUNDATION
Wall Layout Table Point Number
LP1
LP2
LP3
LP4
LP5
LP6
LP7
LP8
LP9
LP10
LP11
LP12
LP13
LP14
LP15
LP16
LP17
LP18
LP19
LP20
Northing
970361.0468
970367.1029
970347.9563
970354.0160
970333.5213
970339.1819
970320.4346
970326.0950
970306.0372
970311.2718
970292.9505
970298.1961
970278.5225
970283.3731
970265.4526
970270.2865
970251.0258
970255.4630
970237.9391
970242.3652
Easting
879791.3085
879866.5361
879803.2290
879878.4541
879798.3811
879868.7811
879810.3013
879880.6991
879805.9206
879871.0230
879817.8408
879882.9423
879813.1491
879873.2685
879825.0680
879885.1864
879820.5329
879875.5104
879832.4531
879887.4315
451451
451451
201-10
201-01
201-02
201-03
201-04
201-05
201-06
201-07
201-08
201-09
201-11
201-12
201-13
202-01
202-02
202-03
202-04
202-05
202-06
202-07
202-08
202-09
202-10
202-11
202-12
202-13
202-14
202-15
202-16
203-01
203-02
203-03
203-04
203-05
230-06
203-07
203-08
203-09
203-10
203-11
203-12
203-13
203-14
203-15
203-16
203-17
204-01
204-02
204-03
204-04
204-05
204-06
204-07
204-08
204-09
204-10
204-11
204-12
204-13
204-14
204-15
205-01
205-02
205-03
205-04
205-05
205-06
205-07
205-08
205-09
205-10
205-11
205-12
205-13
205-14
205-15
205-16
205-17
205-18
205-19
205-20
205-21
205-22
205-23
205-24
205-25
206-01
206-02
206-03
206-04
206-05
206-06
206-07
206-08
206-09
206-10
206-11
206-12
206-13
206-14
206-15
206-16
206-17
206-18
206-19
206-20
206-21
206-22
206-23
206-24
206-25
206-26
206-27
206-28
207-01
207-02
207-03
207-04
207-05
207-06
207-07
207-08
207-09
207-10
207-11
207-12
207-13
207-14
207-15
207-16
207-17
207-18
208A-05
208A-04
208A-03
208A-02
208A-01
208-17
208-16
208-15
208-14
208-13
208-12
208-11
208-10
208-09
208-08
208-07
208-06
208-05
208-04
208-03
208-02 208-01
209-01
209-02
209-03
209-04
209-05
209-06
209-07
209-08
209-09
209-10
209-11
209-12
209-13
209-14
209-15
209-16
209-17
209-18
209-19
209-20
209-21
209-22
209-23
210-01
210-02
210-03
210-04
210-05
210-06
210-07
210-08
210-09
210-10
210-11
210-12
210-13
210-14
210-15
210-16
210-17
210-18
210-19
210-20
210-21
210-22
210-23
210-24
210-25
210-26
210-27
210-28
210-29
210-30
210-31
210-32
211-23
211-22
211-21
211-20
211-19
211-18
211-17
211-16
211-15
211-14
211-13
211-12
211-11
211-10
211-09
211-08
211-07
211-06
211-05
211-04
211-03
211-02
211-01
12-26
212-25
212-24
212-23
212-21
212-22
212-20
212-19
212-18
212-17
212-16
212-15
212-14
212-13
212-12
212-11
212-10
212-09
212-08
212-07
212-06
212-05
212-04
212-03
212-02
212-01
213-35
213-34
213-33
213-32
213-31
213-30
213-29
213-28
213-27
213-26
213-25
213-24
213-23
213-22
213-21
213-20
213-19
213-18
213-17
213-16
213-15
213-14
213-13
213-12
213-11
213-10
213-09
213-08
213-07
213-06
213-05
213-04
213-03
213-02
213-01
214-01
214-02
214-04
214-05
214-06
214-07
214-08
214-09
214-10
214-11
214-12
214-13
214-14
214-15
214-16
214-17
214-18
214-19
214-20
214-21
214-22
214-23
214-24
214-25
215-01
215-02
215-03
215-04
215-05
215-06
215-07
215-08
215-09
215-10
215-11
215-12
215-13
215-14
215-15
215-16
215-17
215-18
215-19
215-20
215-21
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
217-20
217-19
217-18
217-17
217-16
217-15
217-14
217-13
217-12
217-11
217-10
217-09
217-08
217-07
217-06
217-05
217-04
217-03
217-02
217-01
218-14
218-13
218-12
218-11
218-10
218-09
218-08
218-07
218-06
218-05
218-04
218-03
218-02
218-01
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
214-03
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
COLUMBARIUM E LAYOUT
ENLARGEMENT PLAN
GC400
1. SEE NOTES ON GC101.
2. FIELD COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND
ELECTRICAL DISCIPLINES PRIOR TO START OF WORK.
3. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO LAYOUT LINES
UNLESS OTHERWISE NOTED.
LAYOUT NOTES
LEGEND
CONCRETE PAVING LIGHT-DUTY
LIMIT OF CONSTRUCTION LINE
LAYOUT LINE
BENCH
LP# LAYOUT POINT
FLOWER WATERING STATION
SEE DETAIL 1/LC501 FOR DISTANCE
BETWEEN LAYOUT POINT AND FACE OF
WALL FOUANTION
KEY MAP
10'0
1"=10'-0"
20'5'2'
KEY MAP
LS503
LS503
LC524
CURB EXP. JOINT
CONTROL JOINT
CS501
LS503
EXPANSION JOINT 11
LC524
THICKENED CONCRETE EDGE
PW JM
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text B.H.
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
GLM
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
B.H.
448.13 448.10
448.10
448.00 447.83
MEG 447.87
MEG 447.17
MEG 447.39
VARIES
447.84
447.80
447.94 447.90
448.09447.95 447.91448.18
448.14
447.95
447.95
448.10
447.87 447.92
447.75
447.81
447.77
447.98 447.90
447.81 447.77
447.77
447.64 447.74
447.72 447.60 447.52
447.47 447.54
447.40 447.50
447.73447.60 447.56447.81
447.73
447.60
447.60
447.50 447.51
447.37
447.24 447.34
447.05 447.15
447.30
447.36 447.23
446.91 447.01
446.93 446.83
447.18
447.14
447.27 447.23
447.18
447.21
447.07 446.77 446.67 446.60
446.50 446.45
446.42 446.47 446.57
446.39 446.49
446.90 446.86
447.03
446.99
446.90
446.86446.99 446.90
446.90
446.81
446.69
446.74
446.73
446.66
446.62
446.74
446.70 446.66 446.62
446.68
446.56
446.23 446.33 446.31
446.40
446.23 446.05 446.15
446.51 446.47
446.40
446.36
446.54 446.42
445.89 445.99 445.92
446.26 446.21
446.21
446.17
446.29
446.25 446.21 446.17
446.24
446.12
447.40 447.36
447.56 447.48
447.40
447.36
447.84
447.84
448.00 447.99
447.82
447.76
447.64
447.27 447.17
447.54
447.39
446.97
446.75 446.65
446.50
446.30 446.20
446.27
446.02
445.86 445.66
447.77
1.5%
TYP.
1.5%
TYP.
1.5%
TYP.
VARIES
446.14 MEG 445.95
MEG 445.56
446.03
445.43
MEG 445.21
MEG 445.08
445.37
3.8%
1.0%
6.5%
3.6%
447.02
2%
2%
2%
2%
2%
2%
2%
2%
1.5%
2%
2%
2%
2%
2%
2%
5%M
AX.
5%M
AX.
5%M
AX.
5%M
AX.
5%M
AX.
445 446
447.67 447.61
446.11
445.88
445.96
445.27
445.21
445.45
MEET EXISTING
GRADE FLUSH
(MEG)
448.00
448.00
447.98 447.94
445.76
1.3%
1.2% 1.0%
1.4%
1.3%
2%
1.4%
1.0%
1.1%
0.8%
1.5%
1.0%
1.7%
1.0%
1.5%
1.1% 1.0%
1.5%
1.0%
1.9%
1.3%
1.0%
1.5%
1.0%
1.5%
1.0%
1.0%
2.0%
1.5%
0.9% 1.0% 1.0%
1.2% 2.0%
1.0%
1.2%
1.8% 1.3%
1.0% 1.0%
1.2% 1.0%
1.8%
1.0%
1.3%
1.0%
1.3%
1.0%
1.3%
1.2%
1.2%
2.0% 1.3%
1.0%
1.3%
1.0%
1.4%
1.6%
1.0%
1.3%
1.0%
1.3%
1.0%
2.0%
1.2%
447.87 447.84
447.43
447.46
446.36
2.0%
1.1%
2.0%
1.4%
2%
G .B.
G.B.
G.B
G .B.
G.B.
G .B.
G.B.
G .B.
G.B.
G.B
G.B
G .B.
G .B.
G .B.
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
448.00 447.98
445.83 445.91
447.65
447.41
447.27
446.80
446.32
MEG 448.04
MEG 447.34
MEG 447.66
MEG 447.65
MEG 447.38
MEG 446.16
MEG 445.76
MEG 445.65
MEG 445.68
MEG 445.81
MEG 445.83
MEG 445.35
MEG 445.20
MEG 444.92
MEG 445.09
MEG 445.08
MEG 445.17
445.99
446.88
HP 447.88
HP 447.96
G
EN
TR
Y
RO
AD
444443
444443442441440
451451
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6-
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214-03
15" HACKBERRY15" HACKBERRY
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
COLUMBARIUM E GRADING
ENLARGEMENT PLAN
GC401
10'0
1"=10'-0"
20'5'2'
KEY MAP
1. FIELD COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND
ELECTRICAL DISCIPLINES PRIOR TO START OF WORK.
2. SEE SHEET CG402 FOR COLUMBARIUM DRAINAGE PLAN.
3. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS PLAN ARE DIAGRAMMATIC ONLY. THE ABSENCE OF ANY UTILITY
ITEMS DEPICTED IN THIS DRAWING DOES NOT INDICATE THAT THEY DO
NOT EXIST. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL
& HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A LICENSED LAND
SURVEYOR.
5. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS
PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS
SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY
CONSTRUCTION.
6. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH
TO DRAIN AT A MINIMUM SLOPE IS 1% OR ONE-EIGHTH INCH (1/8") PER
FOOT. MAXIMUM CROSSPITCH OF ALL WALKS IS 2% OR ONE-QUARTER
INCH (1/4") PER FOOT.
7. SET CATCH BASIN AND AREA DRAIN RIMS TO DRAIN SURROUNDING AREAS
AND AT SAME PITCH AS SLOPING PAVEMENT.
8. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL
BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO
EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING
CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.
9. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM
STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE
FROM IRREGULAR SURFACE CHANGES.
10. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND
ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN
SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION
OF BACKFILLING.
11. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO
EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND
BOTTOM OF SLOPES.
12. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING
DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS,
DRAINAGE OF SITE AND ADJACENT AREAS SHALL BE MAINTAINED
CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM
CONCENTRATED RUN-OFF. WHEN NECESSARY TO INTERRUPT EXISTING
DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY
FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY
THE OWNER'S DESIGNATED REPRESENTATIVE.
13. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH
GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS MAN
HOLES, CATCH BASINS, WATER AND GAS GATES, HYDRANTS, ETC., FROM
MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON
THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S DESIGNATED
REPRESENTATIVE.
14. NO STANDARD 90 DEGREE FITTINGS ALLOWED.
GRADING NOTES
LEGEND
447.00
SPOT GRADE
SLOPE ARROW
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAIN
PROPOSED FOOTING DRAIN
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
IRR IRRIGATION VALVE BOX
S EXISTING STORM STRUCTURE
MEET EXISTING GRADEMEG
GRADE BREAKG.B.
PW JM
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text B.H.
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
6"PVC GRATE
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
10"PVC
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
AMERICAN HOLIDAY
AutoCAD SHX Text
AMERICAN HOLIDAY
AutoCAD SHX Text
445 446
DAYLIGHT 443.50
DAYLIGHT 442.50
CO1
CO2
CO3
CO4
CO5
CO6
CO7
CO8
CO9
CO1
CO11
CO12
CO13
CO14
CO15
CO16
CO17
CO18
CO19
CO20
AD1
RIM 447.87
INV OUT: 445.37 AD2
RIM 447.87
INV. IN: 444.75
INV. OUT 444.25
AD3
RIM: 448.02
INV. OUT: 444.02
AD24
RIM: 447.75
INV. 442.03
AD4
RIM: 447.73
INV. OUT: 445.23
AD5
RIM: 447.73
INV. IN: 444.17
INV. OUT: 444.07
AD6
RIM: 447.52
INV. OUT: 445.02
AD7
RIM: 447.52
INV. IN: 443.93
INV. OUT: 443.83
AD8
RIM: 447.52
INV. OUT: 444.02
AD9
RIM: 447.32
INV. OUT: 444.82
AD10
RIM: 447.32
INV. IN: 443.92
INV. OUT: 443.82
AD11
RIM: 447.10
INV. OUT: 444.60
AD12
RIM: 447.10
INV. IN: 443.87
INV. OUT: 443.77
AD13
RIM: 447.09
INV. OUT: 444.09
AD14
RIM: 446.82
INV. OUT: 444.32
AD15
RIM: 446.82
INV. IN: 443.40
INV. OUT: 443.30
AD16
RIM: 446.58
INV. OUT: 444.08
AD17
RIM: 446.58
INV. IN: 443.44
INV. OUT: 443.34
AD18
RIM: 446.52
INV. OUT: 443.52
AD19
RIM: 446.32
INV. OUT: 443.82
AD20
RIM: 446.32
INV. IN: 443.01
INV. OUT: 442.91
AD21
RIM: 446.07
INV. OUT: 443.07
AD22
RIM: 446.13
INV. OUT: 443. 63
AD23
RIM: 446.13
INV. IN: 442.97
INV. OUT: 442.87
INV. 444.95
INV. 444.81
INV. 444.60
INV. 444.40
INV. 444.18
INV. 443.90
INV. 443.66
INV. 443.40
INV. 443.21
INV. 442.92
INV. IN EX. STRUCTURE: 440.70
AREA DRAIN IN
LANDSCAPE BED, TYP.AREA DRAIN (IN
PAVEMENT), TYP.
FOOTING
DRAIN, TYP.
FOOTING
DRAIN CLEAN
OUT, TYP.
WYE CONNECTION
AT STORM PIPE ,
TYP.
FLARED END
SECTION, TYP.
CO21
INV. 444.23
12" HDPE SOLID HEADER PIPE (HP) @ 1%
12" HDPE
HP INV. 443.62
CO22
INV. 443.25
12" HDPE
HP INV. 442.65
12" HDPE HEADER PIPE (HP)
WYE CONNECTION, TYP.
WYE CONNECTION, TYP.
6" HDPE SOLID STROM PIPE (HP)
6" HDPE SOLID STORM
PIPE, TYP.
DAYLIGHT 445.13
AD26
RIM: 447.58
INV. 445.44
AD25
RIM: 447.62
INV. 445.62
HP 447.86
HP 447.96
12" HDPE SOLID STROM PIPE @ 1%
LC521
LC521
LC521
LC521
LC521
LC524
444443
444443442441440
451451
451451
201-10
201-01
201-02
201-03
201-04
201-05
201-06
201-07
201-08
201-09
201-11
201-12
201-13
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208A-04
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214-03
15" HACKBERRY15" HACKBERRY
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,…
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