S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 6.pdf
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- Jefferson Barracks National Cemetery, Sylvan Springs, Phase 1 Development Federal contract opportunity
- Solicitation number
- 36C10F25R0006
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Scale: NTS SILT FENCE1 Scale: NTS
CONSTRUCTION ENTRANCE2 Scale: NTS INLET PROTECTION3 Scale: NTS
ROCK OUTLET4 Scale: NTS
FILTER ROLLS5
Scale: NTS WASHDOWN STATION6 Scale: NTS
SEEDING REQUIREMENTS10Scale: NTS INLET PROTECTION - BLOCK AND GRAVEL9Scale: NTS
INLET PROTECTION - FABRIC DROP8Scale: NTS
CONCRETE WASHOUT SIGN7
JTKHJM
EROSION CONTROL DETAILS 1John 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
SEEDING NOTES:
- THESE SEEDING
REQUIREMENTS ARE PER
ST. LOUIS COUNTY.
COORDINATE SEEDING
WITH LANDSCAPE
PLANTING/SEEDING.
- REQUIREMENTS ONLY TO
BE USED FOR EROSION
CONTROL MEASURES AND
PERMANENT SEEDING.
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
AutoCAD SHX Text
CG501
AutoCAD SHX Text
JTKHJM
EROSION CONTROL DETAILS 2John 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
Scale: NTS TEMPORARY SLOPE DRAIN1 Scale: NTS
CHECK DAM2
Scale: NTS
GRAVEL BAGS4Scale: NTS
TEMPORARY DIVERSIONS - RIDGE AND CHANNEL3
Scale: NTS
SEDIMENT BASIN6
Scale: NTS
SURFACE ROUGHNING5
Scale: NTS
CONCRETE CLEANOUT (TYPICAL)7
TREE PROTECTION
"SNOW" FENCE
Scale: NTS
TREE PROTECTION (TYPICAL)8
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
AutoCAD SHX Text
CG502
AutoCAD SHX Text
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
CROSS-SECTION
NOTES: : 1. USE TRENCHER (I.E. DITCH WHICH) TO CUT A 4"-5" W X 18" D TRENCH ALONG DRIP LINE (LIMIT OF CLEARING) AND BACKFILL WITH SAND AND LIGHTLY COMPACT. 2. SPACE STAKES AT INTERVALS SUFFICIENT TO MAINTAIN ALL FENCING OUT OF DRIP LINE OR AS SHOWN BY ENGINEER (SET STAKES NO GREATER THAN 6 FEET ON CENTER-REBAR IS NOT TO BE USED FOR STAKES). 3. MAINTAIN FENCE BY REPAIRING AND/OR REPLACING DAMAGED FENCE. DO NOT REMOVE FENCING PRIOR TO LANDSCAPING OPERATIONS. 4. DO NOT STORE OR STACK MATERIALS, EQUIPMENT, OR VEHICLES WITHIN FENCED AREA. 5. FENCE SHALL BE ORANGE VINYL "SNOW FENCE" 4' HIGH MINIMUM.
JTKHJM
EROSION CONTROL DETAILS 3John 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
DISTURBED AREAS RESULTING FROM THE REMOVAL OF THE SEDIMENT TRAP SHOULD BE PERMANENTLY STABILIZED.
PRINCIPLE SPILLWAY DETAIL
STORMWATER
RIP-RAP APRON
(SEE RIPRAP APRON DETAIL)
TOP OF EMBANKMENT "A"
EMERGENCY SPILLWAY "B"
5' MINIMUM
ORIFICE
D/2
D
SKIMMER
POROUS BAFFLES
BARREL
RUNOFF
BASIN INLET
RISER CREST "D"
10-YR WATER SURFACE ELEVATION "C"
(SEE DETAIL)
(DO NOT USE SILT FENCE)
RIP-RAP STABILIZATION
CLEANOUT
MARK
(ALONG PERIMETER)
3:
3:1
3:1
EARTHEN DAM
CLEANOUT
STAKE
BASIN BOTTOM "G"
BAFFLE HEIGHT "E"
RISER ANTI-FLOATATION
SAFETY FENCE
ANTI-SEEP COLLAR
BASIN LENGTH
EMERGENCY SPILLWAY DETAIL
Rd
RH
d
RH
dR dh d
= RISER HEIGHT
= RISER DIAMETER
= ORIFICE DIAMETER
= BARREL DIAMETER
dh
SW
SW= SPILLWAY WIDTH
RIP-RAP, 10-INCH D50
GEOTEXTILE FABRIC
TRASH RACK AND
ANTI-VORTEX DEVICE
RISER
BARREL
WEIR
SEE
PRINCIPLE
SPILLWAY
DETAIL
BELOW
E
(SEE SKIMMER
DETAIL)
(AS NECESSARY)
(SEE SPILLWAY DETAIL)
SKIMMER
EMBANKMENT
EMBANKMENT
ROCK BERM
POROUS BAFFLES
SAFETY FENCE
(AS NECESSARY)
MAINTENANCE ACCESS
(AS NECESSARY)
FOREBAY BERM DETAIL
EMERGENCY SPILLWAY
(MIN. 10 FT)
10' MIN TOP FOREBAY
VARIES
RIP RAP
12-INCH D50
EARTHEN EMBANKMENT
OR RIP RAP, D50=12"
BAFFLE SPACING
DRY SEDIMENT BASIN PLAN VIEW
(D50 = 8" - 10")
BASIN BOTTOM
DRY SEDIMENT BASIN SECTIONAL VIEW
DRY SEDIMENT BASIN - GENERAL NOTES
1. Sediment basins should not be placed in Waters of the State or USGS blue-line streams (unless approved by Federal
Authorities).
2. Sediment basin's side slopes shall be seeded and, when necessary, stabilized with vegetative or synthetic matting to prevent the formation of rills and gullies.
3. Install three (3) rows of porous baffles with a minimum spacing of 10 feet. Baffles should ultimately be placed to maximize the space between each row of baffles and the basin's inlets/outlets. Only two (2) rows of baffles are necessary for basins that are less than 50 feet in length.
4. Porous Baffles should be composed of coir-based materials or TRMs with a light penetration (open spaces) between 10-35%. These materials should not have loose straw. Silt Fence may not be used as Porous Baffles.
5. Each porous baffles shall be installed across the entire width of the basin and along the basin's side slope until the height of the baffle intersects the slope.
6. Install skimmer and coupling (as necessary) to riser structure at orifice along bottom of the principle spillway's riser structure. (Refer to skimmer manufacturer for installation procedures and skimmer specifications.)
7. Skimmer should be equipped with a mechanism, such as a rope, to allow easy access to skimmer to unclogged orifice or perform other necessary maintenance.
8. Stormwater runoff entering the basin must be directed into proper BMPs to prevent erosion along side slopes and to prevent scour at the basin's inlets.
9. The forebay berm should consist of riprap, gabion, or an earthen berm with a rock filled outlet that is constructed across the bottom of the basin's width.
10. An additional cleanout stake for the forebay area is recommended and should be marked for cleanout at 50% of provided sediment storage.
11. The elevation of the emergency spillway should be at least 1 foot below the top of the embankment. The emergency spillway should not be located on fill material, when possible. Riprap and geotextile liner should be placed on all spillways that must be located on fill material.
1. The key to a functional sediment basin is weekly inspections, routine maintenance, and regular sediment removal.
2. Attention to sediment accumulations within the basin is extremely important. Accumulated sediment deposition should be continually checked and removed when necessary.
3. Remove accumulated sediment when it reaches 50% of the design sediment storage volume or 1/2 the height of the riser structure, whichever is reached first.
4. Removed sediment from the basin shall be placed in stockpile storage areas or spread thinly across the disturbed area. Stabilize the removed sediment after it is relocated.
5. Inspections of sediment basins should be conducted once every calendar week and, as recommended, within 24-hours of each rainfall event that produces ½-inch or more of precipitation.
6. All temporary sediment basins, which are not to be converted to a detention basin post-construction, should be removed within 30 days after final site stabilization is achieved.
7. Disturbed areas resulting from the removal of the sediment basin should be permanently stabilized and additional BMPs, such as silt fence, should be utilized to accept stormwater runoff from this disturbed area until final stabilization is reached.
SEDIMENT BASIN DESIGN TABLE
Sediment Basin "A" "B" "C" "E" "G" Skimmer Size (in.)
Skimmer Orifice (in.)
Skimmer Daily Discharge Capacity (FT^3/DAY)
Skimmer Average Discharge Rate (CFS)
Dewatering Time (Days)
No. of Skimmers
SEDIMENT BASIN 1 470 3' 463 8" 2.25" 14,603 0.19 cfs 1.96 1
VARIES
12"
3"
8" MIN
5'
469.5 469.17
"D"
467.04
Scale: NTS
TEMPORARY SEDIMENT BASIN (TYPICAL)1
470 3' 464 3" 1.25" 7,143 0.08 cfs 1.99 1469.5 466.62 464.63 469 3' 461 8" 2.00" 13,306 0.15 cfs 2.48 1468.5 467.55 466.37 470 3' 461 8" 2.00" 17,424 0.20 cfs 2.48 1469.5 467.91 467.62 470 3' 463 8" 2.25" 21,480 0.25 cfs 2.07 1469.5 468.87 468.62
SKIMMER DETAIL
RIPRAP APRON DETAIL
Scale: NTS
STORMWATER SKIMMER DETAIL (TYPICAL)2
SEDIMENT BASIN 2
SEDIMENT BASIN 3
SEDIMENT BASIN 4
SEDIMENT BASIN 5
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
AutoCAD SHX Text
ROCK BERM
AutoCAD SHX Text
INSTALL SKIMMER INTO ORIFICE
AutoCAD SHX Text
BASIN BOTTOM SLOPE (0.5% MIN.)
AutoCAD SHX Text
SEE FOREBAY BERM DETAIL BELOW
AutoCAD SHX Text
BASIN WIDTH
AutoCAD SHX Text
DRY SEDIMENT BASIN - INSPECTION AND MAINTENANCE
AutoCAD SHX Text
CG503
U C x U
C x
U C x U
C x
U C x
U C x U
C x
U C x U
C x
U C x U
C x
U C x
U C x
U C x U
C
SSx
SSxSSxSSx
SS
x
PL
PL
PL
PL
PL
PL
PL
PL
U C x U
C x
U C x U
C x
U C x
U C x U
C x
U C x U
C x
U C x U
C x
U C x
U C x
U C x U
C
SSx
SSxSSxSSx
SS
x
PL
PL
PL
PL
PL
PL
PL
PL
G x
G x
G x
G x
G x
G x
Wx
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
PL
PL
PL
PL
PL
PL
PL
PL
ROAD A
SS
SS
SSSSSSSSSS
SSSS
SS
SS
SS
SS
SS
SS
ROAD A
STA:0+72.16
OFF:10.00'L
STA:0+88.56
OFF:10.00'R
STA:2+44.14
OFF:10.00'L
STA:3+12.31
OFF:10.00'L
STA:41+70.71
OFF:10.00'L
STA:41+70.64
OFF:10.00'R
R O
AD
A: STA: 0+00
SH
ER
ID
AN
R O
AD
: STA: 19+24.11
ROAD A: STA: 2+80.43
ROAD A END: STA: 42+05.44
R O
AD
A
L1 C1 L2
C2
C3
C
C
L7
BP: 0+00.00
EP: 42+05.44
PC
: 1
+6 4.
PC: 2+66.48
PT: 2+59.92
PT: 1
1+35.89
PT: 41+07.42
PC
C
: 3 +1
5.
PR
C
: 7 +7
3.
PRC: 38+91.01
M id
: 2 +1
2.
M id
: 2 +9
1.
00 M id : 5
+4 4.
Mid: 9+54.69
Mid: 39+99.21
42+05.44
0+00
1+
2+
3+
4+ 00 5+
00 6+
7+
8+
9+00
10+00
11+00
40+00
41+00
42+00
W W
W W
W W
W W
L6
C
STA:0+22.26
OFF:63.16'L
STA:0+38.92
OFF:65.99'R
17+00
18+00
19+00
20+00
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
R25
R48
R48'
R25'
24'
24'
46'
ELEVATIO
N
STATION
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50
7.
7.
0.
9.
2.
1.
1.
0.
2.
2.
0.
4.
8.
3.
1.
2.
2.
1.
6.
8.
0.
2.
PVI STA: 2+80.41
PVI ELEV: 510.24
K: 15.70
LVC: 58.65
BV
C
S:
+5 1.
BV
C E:
.7
EV
C
S:
+0 9.
EV
C E:
.8
1LOW PT. STA: 2+79.08
LOW PT ELEV: 510.51
PVI STA: 0+22.44
PVI ELEV: 507.54
K: 20.00
LVC: 33.53
BV
C
S:
+0 5.
BV
C E:
.2
EV
C
S:
+3 9.
EV
C E:
.1
PVI STA: 0+94.43
PVI ELEV: 509.35
K: 15.00
LVC: 15.13
BV
C
S:
+8 6.
BV
C E:
.2
EV
C
S:
+0 2.
EV
C E:
.5
-1.78% 1.95% -1.23%
2.00% 3.67%
1.20%
2.21%ST
A
0+
.0
EL
EV
.0
INTERSECTION
ROAD A: STA: 2+80.45
ROAD A END: STA: 42+05.44
P110
STA: 0+43.50
INV. EL: 501.93
P112
STA: 2+68.10
INV. EL: 498.55
P156
STA: 9+16.14
INV. EL: 501.48
SSP23
STA: 8+33.32
INV. EL: 505.10
P155
STA: 7+09.61
INV. EL: 506.97
PVI STA: 1+99.67
PVI ELEV: 511.68
K: 20.83
LVC: 83.22
BV
C
S:
+5 8.
BV
C E:
.7
EV
C
S:
+4 1.
EV
C E:
.9
3HIGH PT. STA: 2+04.15
HIGH PT ELEV: 511.26
PVI STA: 5+06.33
PVI ELEV: 514.65
K: 44.00
LVC: 139.90
BV
C
S:
+3 6.
BV
C E:
.2
EV
C
S:
+7 6.
EV
C E:
.7
9HIGH PT. STA: 5+22.29
HIGH PT ELEV: 514.12
PVI STA: 9+32.90
PVI ELEV: 509.41
K: 26.80
LVC: 216.91
BV
C
S:
+2 4.
BV
C E:
.7
EV
C
S:
0+
.3
EV
C
E:
.3
PVI STA: 0+60.58
PVI ELEV: 508.94
K: 15.20
LVC: 37.52
BV
C
S:
+4 1.
BV
C E:
.2
EV
C
S:
+7 9.
EV
C E:
.1
ROAD A
NUMBER
L1
C1
L2
C2
C3
C4
STA NORTH/EAST
971530.20, 880435.66
971694.3915, 880439.7543
971788.17, 880424.00
971794.3186, 880421.7032
971841.8060, 880410.0077
972299.2235, 880397.7838
BEG STA
0+00.00
1+64.24
2+59.92
2+66.48
3+15.52
7+73.48
PI
2+12.67
2+91.13
5+44.89
11+38.32
END STA
1+64.24
2+59.92
2+66.48
3+15.52
7+73.48
11+35.89
DELTA
21.93
14.41
8.15
133.96
LENGTH
164.2
95.7
6.6
49.0
458.0
362.4
RADIUS
250.0
195.0
3220.0
155.0
LINE/CHORD DIRECTION
N1° 25' 42.07"E
N9° 32' 08.37"W
N20° 29' 58.81"W
N13° 50' 08.75"W
N1° 31' 50.83"W
N64° 26' 18.77"W
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
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
JTKHJM
ROAD PLAN AND PROFILE 1 OF 8
GRAPHIC SCALE
1" = 30'
30'0 60'15'
SCALE: 1"=30'1 ROAD A PLAN: EAST
SCALE: H 1"=30' / V 1"=6'2 ROAD 'A' PROFILE: EAST
EXISTING SURFACE
PROPOSED SURFACE
SEE SHEET CP202
KEY MAP
CP
N
GENERAL NOTES:
1. MATCH EXISTING FINISHED PAVEMENT ELEVATION WHERE
PROPOSED PAVEMENT TIE BACK TO EXISTING.
2. REFER TO SHEET C-501 FOR TYPICAL ROADWAY SECTION.
SECTION
SECTION
SECTION
201SECTION
202SECTION
SECTION
SECTION
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
GENERAL NOTES:
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text S
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
26 1/2" DIA.
AutoCAD SHX Text
FOM
AutoCAD SHX Text B.H.
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 48"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 54"
AutoCAD SHX Text 1'-2 3/4"
AutoCAD SHX Text 1'-2 3/4"
AutoCAD SHX Text 14-3/4"
AutoCAD SHX Text 8 1/2"
AutoCAD SHX Text 2'-0 1/2"
AutoCAD SHX Text 2'-0 1/2"
AutoCAD SHX Text
GLM
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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PP
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PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
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FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
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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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IRR
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IRR
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CP201
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
ROAD A
ROAD A
SS
SS
0+00
1+00
2+00
0+00
1+00
SS
STA:12+55.76
OFF:10.00'R
STA:12+75.87
OFF:10.00'L
STA:13+36.64
OFF:10.00'L
STA:13+49.48
OFF:10.00'R
STA:16+50.52
OFF:10.00'L
STA:17+15.23
OFF:10.00'L
C5
L3
L4
C6
L5
C8
L2
L2
L3
R O
AD
B
C7
PC: 12+13.39
PC
: 1
3+
.5
PC
: 1
9+
.6
PT: 11+35.89
PT
: 1
3+
.4
PT
: 1
8+
.7
PCC: 21+44.69
PRC: 15+93.60
M id
: 1 2+
.4
M id
: 1 4+
.5
M id
: 1 7+
.1
M id
: 2 0+
.6
+0
11+00
12+00
+0
+0
+0
16+00
+0
+0
+0
+0
21+00
STA:13+13.91
OFF:33.65'L
STA:12+97.57
OFF:33.58'L
STA:16+74.08
OFF:35.91'L
STA:16+91.75
OFF:33.49'L
ROAD A: STA: 16+84.54
ROAD C: STA: 0+00
ROAD A: STA: 13+16.50
ROAD B: STA: 2+41.14
LOD
LOD
LOD
LOD
R 25'
24'
R25'
R25'
R25'
R25
R25'
24'
ELEVATIO
N
STATION
10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
9.
3.
2.
4.
4.
0.
2.
0.
1.
2.
3.
3.
9.
5.
8.
7.
2.
1.
7.
7.
-9.32%
1.56%
6.15%
PVI STA: 12+63.70
PVI ELEV: 478.58
K: 18.46
LVC: 200.88
BV
C
S:
1+
.2
BV
C
E:
.9
EV
C
S:
3+
.1
EV
C
E:
.1
5LOW PT. STA: 13+35.36
LOW PT ELEV: 479.92
PVI STA: 18+41.28
PVI ELEV: 487.58
K: 32.66
LVC: 150.00
BV
C
S:
7+
.2
BV
C
E:
.4
EV
C
S:
9+
.2
EV
C
E:
.2
INTERSECTION
ROAD A: STA: 16+84.54
ROAD C: STA: 0+00
INTERSECTION
ROAD A: STA: 13+05.74
ROAD B: STA: 0+61.76
P40
STA: 18+64.62
INV. EL: 484.48
SSP6
STA: 17+25.37
INV. EL: 468.12
SSP12
STA: 16+27.01
INV. EL: 467.29
P138
STA: 13+27.17
INV. EL: 472.26
P64
STA: 16+43.12
INV. EL: 462.39
EX-MSD-P3
STA: 18+44.17
INV. EL: 474.56
P135
STA: 11+38.34
INV. EL: 483.26
ROAD A
NUMBER
L3
C5
L4
C6
C7
L5
STA NORTH/EAST
972422.33, 880140.39
972371.0627, 880082.2793
972333.85, 879973.44
972337.3167, 879919.4046
972280.4551, 879723.6173
972251.45, 879481.14
BEG STA
11+35.89
12+13.39
13+31.43
13+85.58
15+93.60
18+48.74
PI
12+75.66
14+93.97
17+33.53
END STA
12+13.39
13+31.43
13+85.58
15+93.60
18+48.74
19+86.63
DELTA
45.09
39.73
58.47
LENGTH
77.5
118.0
54.1
208.0
255.1
137.9
RADIUS
150.0
300.0
250.0
LINE/CHORD DIRECTION
S48° 34' 45.22"W
S71° 07' 28.18"W
N86° 19' 48.87"W
S73° 48' 19.30"W
S83° 10' 40.27"W
N67° 35' 06.92"W
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
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
JTKHJM
ROAD PLAN AND PROFILE 2 OF 8
GRAPHIC SCALE
1" = 30'
30'0 60'15'
SCALE: 1"=30'1 ROAD 'A' PLAN: NORTH
SCALE: H 1"=30' / V 1"=6'2 ROAD 'A' PROFILE: NORTH
EXISTING SURFACE
PROPOSED SURFACE
SE
E
SH
EE
T C
P2
SE
E
SH
EE
T C
P2
KEY MAP
CP202
N
GENERAL NOTES:
1. MATCH EXISTING FINISHED PAVEMENT ELEVATION WHERE
PROPOSED PAVEMENT TIE BACK TO EXISTING.
2. REFER TO SHEET C-501 FOR TYPICAL ROADWAY SECTION.
24'
SECTION
208A
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
GENERAL NOTES:
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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
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 E
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
CP202
PL
PL
PL
PL
PL
PL
PL
PL
PL
SS
ROAD A
RO
AD
A
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
STA:26+60.01
OFF:10.00'R
STA:26+83.58
OFF:10.00'R
ROAD A: STA: 26+71.80
GRAVEL ROAD: STA: 0+00
L5
C8
C9
C10 L6
1+98.52
0+
1+
STA:1+85.16
OFF:26.34'L
STA:1+86.05
OFF:25.66'R
PT: 1+99.75PI: 2+04.33
PI: 2+87.83
PI: 3+73.66
PC: 4+36.18
Mid: 5+10.07
PT: 5+83.97
STA:1+65.16
OFF:6.00'L
STA:1+66.05
OFF:6.00'R
BP: 0+00.00
PC
: 0
+2 0.
M id
: 0 +2
9.
PT
: 0
+3 8.
PC
: 1
+1 5.
M id
: 1 +2
9.
PT
: 1
+4 3.
83 EP
: 1
+9 8.
PC: 19+86.63
PC: 28+39.12
PT: 27+54.35
PC
C:
1+
.6
PC
C
: 2 5+
.6
Mid: 20+65.66
M id
: 2 3+
.6
Mid: 26+48.51
Mid: 29+02.12
19+00
20+00
+0
+0
+0
+0
+0
26+00
27+00
28+00
29+00
SH
ER
ID
AN
R D
L5
L5
C5
L5
STA:2+04.33
OFF:11.00'L
G R
AV
EL
R O
AD
: S
TA
: 1
+9 8.
SH
ER
ID
AN
R O
AD
: S
TA
: 3
+7 3.
L70 C70
C71 L71
L72
2+00
3+00
4+00
5+00
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
R8'
R8'
12'
24'
24'
R20'
R20'
ELEVATIO
N
STATION
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+75
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+75
3.
3.
9.
7.
4.
0.
5.
2.
4.
2.
4.
0.
3.
8.
1.
4.
3.00% -2.00%
P37
STA: 22+81.12
INV. EL: 504.72
INTERSECTION
ROAD A: STA: 26+71.80
GRAVEL ROAD: STA: 0+00.00
P13
STA: 27+39.73
INV. EL: 499.65
PVI STA: 21+29.60
PVI ELEV: 505.32
K: 47.59
LVC: 150.00
BV
C
S:
0+
.6
BV
C
E:
.7
EV
C
S:
2+
.6
EV
C
E:
.5
PVI STA: 24+19.63
PVI ELEV: 514.02
K: 30.00
LVC: 150.00
BV
C
S:
3+
.6
BV
C
E:
.7
EV
C
S:
4+
.6
EV
C
E:
.5
2HIGH PT. STA: 24+34.63
HIGH PT ELEV: 513.12
PVI STA: 27+72.08
PVI ELEV: 506.97
K: 25.00
LVC: 150.00
BV
C
S:
6+
.0
BV
C
E:
.4
EV
C
S:
8+
.0
EV
C
E:
.9
ROAD A
NUMBER
C8
C9
C10
L6
STA NORTH/EAST
972304.0234, 879353.6661
972283.6223, 879204.2031
971978.4728, 878953.7991
971826.31, 879045.42
BEG STA
19+86.63
21+44.69
25+42.66
27+54.35
PI
20+73.88
23+46.98
27+09.12
END STA
21+44.69
25+42.66
27+54.35
28+39.12
DELTA
60.37
25.34
115.51
LENGTH
158.1
398.0
211.7
84.8
RADIUS
150.0
900.0
105.0
LINE/CHORD DIRECTION
S82° 13' 38.51"W
S39° 22' 19.61"W
S31° 03' 10.53"E
S88° 48' 36.35"E
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
ELEVATIO
N
STATION
-0+25 0+00 1+00 2+00 2+25
-0+25 0+00 1+00 2+00 2+25
3.
8.
3.
9.
ST
A
0+
.0
EL
EV
.9
ST
A
1+
.4
EL
EV
.4
ST
A
1+
.8
EL
EV
.8
NEW 8" WATER LINE
INV EL: 505.25
NEW 6" WATER LINE
INV EL: 505.25
GRAVEL ROAD
NUMBER
L70
C70
L71
C71
L72
STA NORTH/EAST
971858.66, 878971.77
971844.5541, 878957.0321
971830.10, 878946.93
971758.8153, 878915.7268
971732.40, 878906.98
BEG STA
0+00.00
0+20.40
0+38.15
1+15.96
1+43.83
PI
0+29.39
1+29.94
END STA
0+20.40
0+38.15
1+15.96
1+43.83
1+98.52
DELTA
22.60
10.64
LENGTH
20.4
17.7
77.8
27.9
54.7
RADIUS
45.0
150.0
LINE/CHORD DIRECTION
S46° 14' 20.05"W
S34° 56' 26.72"W
S23° 38' 33.38"W
S18° 19' 13.74"W
S12° 59' 54.10"W
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
JTKHJM
ROAD PLAN AND PROFILE 3 OF 8
GRAPHIC SCALE
1" = 30'
30'0 60'15'
SCALE: 1"=30'1 ROAD PLAN ROAD A NORTHWEST
SCALE: H 1"=30' / V 1"=6'2 ROAD PROFILE ROAD A NORTHWEST
EXISTING SURFACE
PROPOSED SURFACE
KEY MAP
CP
SEE SHEET CP202
SEE SHEET CP204
N
GENERAL NOTES:
1. MATCH EXISTING FINISHED PAVEMENT ELEVATION WHERE
PROPOSED PAVEMENT TIE BACK TO EXISTING.
2. REFER TO SHEET C-501 FOR TYPICAL ROADWAY SECTION.
SCALE: H 1"=30' / V 1"=6'3 GRAVEL ROAD
EXISTING SURFACE
PROPOSED SURFACE
GRAVEL ROAD
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
GENERAL NOTES:
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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
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 E
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
CP203
UC x UC x UC x UC x UC x UC
UC x UC x UC x UC x UC x UC x UC x UC x UE x
UE x
UE
UC x UC x UC x UC x UC x UC
UC x UC x UC x UC x UC x UC x UC x UC x UE x
UE x
UE
SS
x
SS
x
SS
x
SS
x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
SS
SS
SS
SS
SS
SS
W
R O
AD
D
W
W
ROAD A
W
W
W W
W W
W W W W W W W W W
W
W
W
W W
W W
W W W W W W W W
W W
SS
5+41.14
5+00
5+37.76
4+00
5+00
1+90.11
1+00
0+67.83
0+00
STA:34+36.42
OFF:10.00'L
STA:33+57.49
OFF:10.00'L
STA:5+05.03
OFF:15.00'R
STA:5+04.33
OFF:15.00'L
ROAD A: STA: 37+84.39
ROAD B: STA: 5+41.14
STA:35+33.34
OFF:10.00'R
STA:37+47.06
OFF:10.00'L
STA:38+22.21
OFF:10.00'L
C11
C12
C13
C
L3
L40
C
L4
L42
EP: 5+41.14
PC
: 2
8+
.1
PR
C:
9+
.1
PRC: 36+80.71
PR
C: 3
8+
.01
M id
: 2 9+
.1
M id
: 3 3+
.9
M id
: 3 7+
.8
+0
+0
+0
+0
+0
0 34 +0
+0
36+00
37+00
+0
+0
ROAD A
L59
L60
STA:36+20.83
OFF:11.60'R
STA:33+86.28
OFF:37.82'L
STA:34+07.65
OFF:38.52'L
STA:35+67.57
OFF:48.81'R
STA:35+86.59
OFF:43.23'R
ROAD A: STA: 33+96.93
ROAD C: STA: 5+37.76
ROAD A: STA: 37+84.39
ROAD B: STA: 5+41.14
ROAD A: STA: 35+88.35
ROAD D: STA: 1+90.11
7+
8+
9+
+0
+0
+0
LOD
R25'
R35
R35'
R30'
24'
34'
R2 5'
R30'
ELEVATIO
N
STATION
28+75 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+25
28+75 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+25
6.
6.
5.
8.
7.
1.
2.
6.
9.
4.
6.
2.
6.
3.
7.
5.
8.
7.
4.
0.
1.
7.
-8.00%
-2.00% 2.03%
PVI STA: 31+33.88
PVI ELEV: 478.03
K: 25.00
LVC: 150.00
BV
C
S:
0+
.8
BV
C
E:
.0
EV
C
S:
2+
.8
EV
C
E:
.5
PVI STA: 34+37.94
PVI ELEV: 471.95
K: 37.22
LVC: 150.00
BV
C
S:
3+
.9
BV
C
E:
.4
EV
C
S:
5+
.9
EV
C
E:
.4
7LOW PT. STA: 34+37.37
LOW PT ELEV: 472.70
PVI STA: 38+05.10
PVI ELEV: 479.40
K: 18.05
LVC: 115.00
BV
C
S:
7+
.5
BV
C
E:
.2
EV
C
S:
8+
.6
EV
C
E:
.2
INTERSECTION
ROAD A: STA: 33+96.93
ROAD C: STA: 5+37.76
P16
STA: 33+54.77
INV. EL: 464.97
P52
STA: 34+42.79
INV. EL: 463.17
P61
STA: 34+00.76
INV. EL: 455.05
EX-MSD-P9
STA: 33+88.51
INV. EL: 454.34
INTERSECTION
ROAD A: STA: 35+77.60
ROAD D: STA: 1+90.11
INTERSECTION
ROAD A: STA: 37+84.38
ROAD B: STA: 5+41.13
P126
STA: 37+44.54
INV. EL: 473.10
SSP1
STA: 34+42.84
INV. EL: 457.67
P80
STA: 35+96.49
INV. EL: 458.80
P81
STA: 36+29.32
INV. EL: 459.37
ROAD A
NUMBER
C11
C12
C13
STA NORTH/EAST
971824.5496, 879130.1707
971789.7429, 879249.7539
971823.8407, 879922.8246
BEG STA
28+39.12
29+65.11
36+80.71
PI
29+03.60
33+72.37
38+04.16
END STA
29+65.11
36+80.71
38+91.01
DELTA
30.08
68.33
75.31
LENGTH
126.0
715.6
210.3
RADIUS
240.0
600.0
160.0
LINE/CHORD DIRECTION
S73° 46' 17.24"E
N87° 05' 59.53"E
S89° 24' 48.94"E
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
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
JTKHJM
ROAD PLAN AND PROFILE 4 OF 8
GRAPHIC SCALE
1" = 30'
30'0 60'15'
SCALE: 1"=30'1 ROAD 'A' PLAN: SOUTH
SCALE: H 1"=30' / V 1"=6'2 ROAD 'A' PROFILE: SOUTH
EXISTING SURFACE
PROPOSED SURFACE
KEY MAP
CP204
SE
E
SH
EE
T C
P2
SE
E
SH
EE
T
CP
N
GENERAL NOTES:
1. MATCH EXISTING FINISHED PAVEMENT ELEVATION WHERE
PROPOSED PAVEMENT TIE BACK TO EXISTING.
2. REFER TO SHEET C-501 FOR TYPICAL ROADWAY SECTION.
SECTION
SECTION
SECTION
SECTION
SECTION
MAINTENANCE BUILDING
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
GENERAL NOTES:
AutoCAD SHX Text
FOM
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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
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 E
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
CP204
PL PL PL PL PL PL PL PL PL
SS
SS
SS
SS
R O
AD
A
STA:0+72.16
OFF:10.00'L
STA:0+88.56
OFF:10.00'R
STA:2+44.14
OFF:10.00'L
STA:3+12.31
OFF:10.00'L
STA:41+70.71
OFF:10.00'L
STA:41+70.64
OFF:10.00'R
R O
AD
A
: S
TA
: 2 +8
0.
R O
AD
A
E N
D : S
TA
: 4
2+
.4
ROAD A
STA:38+22.21
C
L2
C
C14
L7
EP: 42+05.44
PC: 1+64.24
PC: 2+66.48
PT: 2+59.92
PT
: 4
1+
.4
PCC: 3+15.52
PR
C: 3
8+
.01
Mid: 2+12.08
Mid: 2+91.00 M id : 3
9+
.2
42+05.44
1+00
2+00
3+00
4+00
+0
+0
+0
+0
STA:0+22.26
OFF:63.16'L
STA:0+38.92
OFF:65.99'R
R25'
R25 ' 24'
24'
ELEVATIO
N
STATION
39+25 40+00 41+00 42+00 42+50
39+25 40+00 41+00 42+00 42+50
5.
5.
6.
4.
1.
0.
STA = 42+05.44
ELEV = 510.500
PVI STA: 41+53.60
PVI ELEV: 508.69
K: 16.70
LVC: 81.87
BV
C
S:
1+
.6
BV
C
E:
.2
EV
C
S:
1+
.5
EV
C
E:
.1
8.40%
3.50%
INTERSECTION
ROAD A: STA: 2+80.45
ROAD A END: STA: 42+05.44
P102
STA: 40+19.47
INV. EL: 489.46
ROAD A
NUMBER
C14
L7
STA NORTH/EAST
971821.8400, 880118.2990
971781.04, 880322.78
BEG STA
38+91.01
41+07.42
PI
40+07.97
END STA
41+07.42
42+05.44
DELTA
53.91
LENGTH
216.4
98.0
RADIUS
230.0
LINE/CHORD DIRECTION
S78° 42' 53.67"E
N74° 19' 47.71"E
ROAD B
R O
AD
A
RO
AD
A
SS
5+41.14
0+00
1+
2+
3+
4+
5+
1+90.11
STA:5+05.03
OFF:15.00'R
STA:5+04.33
OFF:15.00'L
STA:3+14.90
OFF:10.00'R
STA:3+14.90
OFF:10.00'L
STA:0+95.14
OFF:10.00'R
STA:0+95.07
OFF:10.00'L
STA:0+20.00
OFF:10.00'R
STA:0+18.59
OFF:10.00'L
R O
AD
A: STA: 13+16.50
R O
AD
B: STA: 2+41.14
R O
AD
A
: S
TA
: 3 7+
.3
R
O
AD
B : S
TA
: 5
+4 1.
STA:0+00.00
OFF:10.00'R
STA:0+00.00
OFF:10.00'L
STA:3+38.89
OFF:22.00'L
STA:3+38.89
OFF:22.00'R
STA:4+80.33
OFF:22.00'L
STA:4+81.03
OFF:22.00'R
C5
L3
L4
C
L20
L21
C20 L22
-1.8%
ROAD B
BP
: 0
+0 0.
EP: 5+41.14
PI: 0+61.77
PC
: 2
+2 9.
PT
: 3
+2 3.
M id
: 2 +7
6.
+00
13+00
14+00
36+00
37+00
38+00
39+00
-2 .0
% -1.8%
-2 .0
%48'
R25'
R2 5'
R25'
R
R30
R30'
24'
ELEVATIO
N
STATION
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00
5.
0.
3.
9.
3.
1.
5.
3.
4.
1.
5.
9.
ST
A
-0
+0 0.
EL
EV
.5
ST
A
5+
.1
EL
EV
.2
PVI STA: 0+92.01
PVI ELEV: 479.58
K: 17.72
LVC: 60.46
BV
C
S:
+6 1.
BV
C E:
.0
EV
C
S:
+2 2.
EV
C E:
.2
0LOW PT. STA: 0+86.22
LOW PT ELEV: 479.83
PVI STA: 5+17.33
PVI ELEV: 479.47
K: 26.75
LVC: 26.30
BV
C
S:
+0 4.
BV
C E:
.7
EV
C
S:
+3 0.
EV
C E:
.3
PVI STA: 2+88.21
PVI ELEV: 483.57
K: 17.32
LVC: 66.20
BV
C
S:
+5 5.
BV
C E:
.9
EV
C
S:
+2 1.
EV
C E:
.9
8HIGH PT. STA: 2+90.32
HIGH PT ELEV: 483.26
2.03% -0.84%
-0.81%
-1.79%
INTERSECTION
ROAD A: STA: 13+05.74
ROAD B: STA: 0+61.76
INTERSECTION
ROAD A: STA: 37+84.38
ROAD B: STA: 5+41.14
P132
STA: 0+86.35
INV. EL: 473.79
P139
STA: 0+36.26
INV. EL: 474.82
P130
STA: 0+21.68
INV. EL: 470.41
09-P1
STA: 0+19.00
INV. EL: 471.60 P124
STA: 5+07.61
INV. EL: 471.57
ROAD B
NUMBER
L20
L21
C20
L22
STA NORTH/EAST
972395.81, 879992.42
972334.40, 879999.09
972167.6148, 880017.0462
972073.95, 880021.60
BEG STA
0+00.00
0+61.77
2+29.52
3+23.35
PI
2+76.49
END STA
0+61.77
2+29.52
3+23.35
5+41.14
DELTA
6.72
LENGTH
61.8
167.8
93.8
217.8
RADIUS
800.0
LINE/CHORD DIRECTION
S6° 12' 00.32"E
S6° 08' 35.80"E
S2° 46' 59.90"E
S0° 34' 36.00"W
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
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
JTKHJM
ROAD PLAN AND PROFILE 5 OF 9
GRAPHIC SCALE
1" = 30'
30'0 60'15'
SCALE: 1"=30'1 ROAD 'A' PLAN: SOUTH
SCALE: H 1"=30' / V 1"=6'2 ROAD 'A' PROFILE: SOUTH
EXISTING SURFACE
PROPOSED SURFACE
GENERAL NOTES:
1. MATCH EXISTING FINISHED PAVEMENT ELEVATION WHERE
PROPOSED PAVEMENT TIE BACK TO EXISTING.
2. REFER TO SHEET C-501 FOR TYPICAL ROADWAY SECTION.
SCALE: 1"=30'3 ROAD 'B' PLAN
SCALE: H 1"=30' / V 1"=6'4 ROAD 'B' PROFILE
EXISTING SURFACE
PROPOSED SURFACE
N
N
KEY MAP
CP205
SECTION
SECTION
SECTION
SECTION
M
AIN
TEN
AN
C
E BU
ILD
IN
G
GRAVESITE
LOCATOR
KIOSK
SECTION
209 SECTION
SECTION
208A
SECTION
SECTION
SECTION
SE
E
SH
EE
T
CP
GRAPHIC SCALE
1" = 30'
30'0 60'15'
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
GENERAL NOTES:
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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
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 E
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
CP205
U C x U
C x
U C
U C x U
C x
U C x U
C x
U C x U
C x
U C x
U E x U
E x
U E x U
E x
U E x
UE x
U C x U
C x
U C
U C x U
C x
U C x U
C x
U C x U
C x
U C x
U E x U
E x
U E x U
E x
U E x
UE x
G x
G x
SSx SSx SSx SSx SSx SSx
PL
PL
PL
PL
PL
PL
PL
PL
PL
SS SS SS SS SS
SS
SS SS
SS
SS
SS
SS
SS
R O
AD
A
ROAD C
R O
AD
A
W
ROAD D
W
W
RO
AD
A
SS
W W
W W
W W
W W
W W
W W
W
SS
5+37.76
0+00
1+
2+
3+
4+
5+
1+90.11
0+00
1+
0+67.83
0+00
SS
STA:0+36.20
OFF:10.00'L
STA:0+32.88
OFF:10.00'R
STA:4+99.96
OFF:10.00'R
STA:4+99.01
OFF:10.00'L
STA:1+40.42
OFF:10.00'L
STA:1+30.06
OFF:10.00'R
STA:0+50.45
OFF:10.00'L
STA:0+47.11
OFF:11.00'L
R O
AD
A
: S
TA
: 3 3+
.9
R
O
AD
C : S
TA
: 5
+3 7.
R O
AD
A: STA: 16+84.54
R O
AD
C
: STA: 0+00
R O
AD
A
: S
TA
: 3 5+
.3
R
O
AD
D : S
TA
: 1
+9 0.
L4
C6
L30
C30
C31 L31
L40
C40 L41
L4
STA:0+13.47
OFF:48.11'L
BP
: 0
+0 0.
PC
: 0
+3 2.
M id
: 2 +0
4.
PR
C
: 3 +7
5.
M id
: 4 +3
9.
PT
: 5
+0 3.
EP
: 5
+3 7.
BP
: 0
+0 0.
PC
: 0
+6 0.
M id
: 1 +0
9.
PT: 1+59.23
EP: 1+90.11
C
14+00
15+00
16+00
17+00
33+00
34+00
35+00
36+00
37+00
STA:0+38.11
OFF:11.00'R
L6
STA:0+08.93
OFF:45.80'R
STA:0+45.92
OFF:10.00'R
STA:0+49.44
OFF:10.00'R
STA:1+47.53
OFF:10.00'R
11+00
12+00
13+00
14+00
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
R25
R25'
R25'
R25'
ELEVATIO
N
STATION
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00
7.
4.
8.
2.
5.
9.
1.
7.
9.
4.
7.
2.
ST
A
0+
.0
EL
EV
.8
ST
A
5+
.7
EL
EV
.9
PVI STA: 4+89.09
PVI ELEV: 472.79
K: 21.00
LVC: 56.21
BV
C
S:
+6 0.
BV
C E:
.4
EV
C
S:
+1 7.
EV
C E:
.8
5LOW PT. STA: 5+12.55
LOW PT ELEV: 472.85
INTERSECTION
ROAD A: STA: 16+84.54
ROAD C: STA: 0+00
INTERSECTION
ROAD A: STA: 33+96.93
ROAD C: STA: 5+37.76
P72
STA: 2+63.26
INV. EL: 470.67
SSP4
STA: 4+01.22
INV. EL: 462.63
SSP11
STA: 0+15.07
INV. EL: 466.85
-2.46%
0.22%
ELEVATIO
N
STATION
-0+25 0+00 1+00 2+00 2+25
-0+25 0+00 1+00 2+00 2+25
4.
7.
3.
-2.12% 2.00%
ST
A
0+
.0
EL
EV
.5
ST
A
1+
.1
EL
EV
.7
39PVI STA: 0+86.73
PVI ELEV: 472.67
K: 24.27
LVC: 100.00
BV
C
S:
+3 6.
BV
C E:
.7
EV
C
S:
+3 6.
EV
C E:
.6
7LOW PT. STA: 0+88.19
LOW PT ELEV: 473.19
INTERSECTION
ROAD A: STA: 35+77.60
ROAD D: STA: 1+90.11
INTERSECTION
ROAD D: STA: 0+00
SHERIDAN ROAD: STA: 13+55.67
P92
STA: 1+06.64
INV. EL: 466.26
PROPOSED WATER LINE
8" DIP
STA: 0+19.55
TOP EL: 468.91
ROAD C
NUMBER
L30
C30
C31
L31
STA NORTH/EAST
972241.32, 879642.08
972210.5661, 879652.2921
971872.1497, 879663.9903
971745.55, 879659.08
BEG STA
0+00.00
0+32.41
3+75.69
5+03.34
PI
2+08.89
4+40.50
END STA
0+32.41
3+75.69
5+03.34
5+37.76
DELTA
32.78
24.38
LENGTH
32.4
343.3
127.7
34.4
RADIUS
600.0
300.0
LINE/CHORD DIRECTION
S18° 22' 12.94"E
S1° 58' 47.21"E
S2° 13' 15.39"W
S9° 58' 07.74"E
ROAD D
ROAD D-1
NUMBER
L40
C40
L41
L42
STA NORTH/EAST
971741.59, 879849.75
971646.2413, 879871.8601
971585.90, 879870.69
971672.54, 879870.64
BEG STA
1+59.23
0+60.35
0+00.00
0+00.00
PI
1+10.82
END STA
1+90.11
1+59.23
0+60.35
0+67.83
DELTA
28.33
LENGTH
30.9
98.9
60.3
67.8
RADIUS
200.0
LINE/CHORD DIRECTION
N27° 13' 15.38"W
N13° 03' 23.17"W
N1° 06' 29.05"E
N76° 53' 25.15"E
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
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
JTKHJM
ROAD PLAN AND PROFILE 6 OF 8
SCALE: 1"=30'1 ROAD 'C' AND ROAD 'D' PLAN
SCALE: H 1"=30' / V 1"=6'2 ROAD 'C' PROFILE
EXISTING SURFACE
PROPOSED SURFACE
SCALE: H 1"=30' / V 1"=6'3 ROAD 'D' PROFILE
EXISTING SURFACE
PROPOSED SURFACE
GRAPHIC SCALE
1" = 30'
30'0 60'15'
GENERAL NOTES:
1. MATCH EXISTING FINISHED PAVEMENT ELEVATION WHERE
PROPOSED PAVEMENT TIE BACK TO EXISTING.
2. REFER TO SHEET C-501 FOR TYPICAL ROADWAY SECTION.
N
KEY MAP
CP206
GRAVESITE
LOCATOR
KIOSK
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
MAINTENANCE BUILDING
R35'
R
R35'
R3 5' R35'
R35
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
GENERAL NOTES:
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 48"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 54"
AutoCAD SHX Text 1'-2 3/4"
AutoCAD SHX Text 1'-2 3/4"
AutoCAD SHX Text 14-3/4"
AutoCAD SHX Text 8 1/2"
AutoCAD SHX Text 2'-0 1/2"
AutoCAD SHX Text 2'-0 1/2"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 48"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 54"
AutoCAD SHX Text 1'-2 3/4"
AutoCAD SHX Text 1'-2 3/4"
AutoCAD SHX Text 14-3/4"
AutoCAD SHX Text 8 1/2"
AutoCAD SHX Text 2'-0 1/2"
AutoCAD SHX Text 2'-0 1/2"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 48"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 54"
AutoCAD SHX Text 1'-2 3/4"
AutoCAD SHX Text 1'-2 3/4"
AutoCAD SHX Text 14-3/4"
AutoCAD SHX Text 8 1/2"
AutoCAD SHX Text 2'-0 1/2"
AutoCAD SHX Text 2'-0 1/2"
AutoCAD SHX Text S
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
26 1/2" DIA.
AutoCAD SHX Text S
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
26 1/2" DIA.
AutoCAD SHX Text S
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
26 1/2" DIA.
AutoCAD SHX Text S
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
26 1/2" DIA.
AutoCAD SHX Text
DOGWOOD
AutoCAD SHX Text
DOGWOOD
AutoCAD SHX Text
BLACK CHERRY
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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
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 E
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
CP206
UC x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x
PL
UC x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x
PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W W
5+37.76
5+00
C11
C12
L3
1+98.52
1+00
BP
: 0
+0 0.
PC
: 0
+4 8.
M id
: 1 +2
4.
PT
: 1
+9 9.
PI
: 2 +0
4.
PI
: 2
+8 7.
PI
: 3
+7 3.
PC
: 4
+3 6.
M id
: 5 +1
0.
PT
: 5
+8 3.
PI
: 6
+4 5.
PI
: 7
+2 2.
PI
: 7
+9 8.
PI
: 8
+6 1.
PI
: 9
+5 9.
+0
+0
+0
+0
+0
0 34 +0
ROAD ASHERIDAN RD
BO
UNDAR
Y
RD
L50
C50
L51
L52
C51
L53
L54
L55
L56 L57
L58
STA:2+04.33
OFF:11.00'L
STA:2+04.56
OFF:11.00'R
L59
STA:0+72.54
OFF:11.00'L
STA:0+72.53
OFF:11.00'R
R15.00'
GRAVEL ROAD: STA: 1+98.52
SHERIDAN ROAD: STA: 3+73.66
C
L7
L7
0+00
1+
2+
3+
4+
5+
6+
7+
8+
9+
+0
+0
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
SHERIDAN ROAD
2-INCH DEPTH MILL AND REPLACEMENT
COORDINATE WORK WITH ST. LOUIS COUNTY
DEPARTMENT OF TRANSPORTATION TIE TO
EXISTING. SEE CP207-208 FOR MORE INFORMATION.
SITE LEGEND
GRAVEL
CONCRETE PAVEMENT
ASPHALT PAVEMENT
MILL AND REPLACE
PROPERTY LINE
UTILITY EASMEANT
FIRE HYDRANT
SANITARY SEWER MANHOLE
STORMWATER STRUCTURE
STORMWATER MANHOLE
WATER METER
HYDRODYNAMIC SEPARATOR
SITE FEATURES
HANDICAP PARKING
FLOWERING WATERING
STATION
PERIMETER FENCE AND WALL
GRAVE SITE MARKER
SIGN
PL
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SSx SSx
SS
x
SS
x
SS
x
UE x UE x
UE x
UE x
UE x
UE x
UE x
UE x
UE x UE x
UE x UE x
UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x UE x
U E x
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
SHERIDAN ROAD
NUMBER
L50
C50
L51
L52
L53
C51
L54
L55
L56
L57
L58
L59
STA NORTH/EAST
971744.40, 878526.94
971737.8691, 878575.1288
971713.79, 878728.95
971697.51, 878810.85
971679.11, 878894.68
971665.4940, 878955.6971
971639.48, 879101.14
971631.18, 879162.53
971622.12, 879238.21
971614.93, 879313.72
971609.93, 879376.95
971603.93, 879475.03
BEG STA
0+00.00
0+48.62
2+04.33
2+87.83
3+73.66
4+36.18
5+83.97
6+45.92
7+22.14
7+98.00
8+61.41
9+59.68
PI
1+24.20
5+10.12
END STA
0+48.62
1+99.75
2+87.83
3+73.66
4+36.18
5+83.97
6+45.92
7+22.14
7+98.00
8+61.41
9+59.68
11+96.66
DELTA
2.28
4.88
LENGTH
48.6
151.1
83.5
85.8
62.5
147.8
62.0
76.2
75.9
63.4
98.3
237.0
RADIUS
3789.9
1736.3
LINE/CHORD DIRECTION
S82° 16' 41.25"E
S81° 08' 08.65"E
S78° 45' 19.61"E
S77° 37' 27.10"E
S77° 25' 13.05"E
S79° 51' 31.51"E
S82° 17' 49.98"E
S83° 10' 45.64"E
S84° 33' 38.01"E
S85° 28' 33.03"E
S86° 29' 56.53"E
S87° 24' 10.45"E
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLODLOD
LOD
LOD
LO
D
LOD
LO
D
LODLODLODLO
D
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
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
JTKHJM
ROAD PLAN AND PROFILE 7 OF 9
SCALE: 1"=30'1 ROAD PLAN SHERIDAN ROAD
KEY MAP
CP207
GRAPHIC SCALE
1" = 30'
30'0 60'15'
N
SECTION
SECTION
SECTION
SCALE: 1"=100'2 SITE PAVING MAP
TIE NEW VERTICAL
CURB TO EXISTING
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
P2
SOLID WHITE
EDGE STRIPE
SOLID WHITE
EDGE STRIPE
DOUBLE YELLOW
STRIPING
DOUBLE YELLOW
STRIPING
SOLID WHITE
EDGE STRIPE
SOLID WHITE
EDGE STRIPE
SOLID WHITE
EDGE STRIPE
TIE NEW VERTICAL
CURB TO EXISTING
DOUBLE YELLOW
STRIPING AND STOP BAR
NEW ASPHALT ROADS
NEW ASPHALT ROADS
NEW ASPHALT ROADS
NEW ASPHALT ROADS
CONCRETE
MAINTENANCE YARD
SHERDIDAN ROAD
2-INCH DEPTH MILL AND REPLACEMENT OF EXISTING
ROADWAY. WIDEN ROAD, ADD TURN LANES AS
SHOWN ON PLANS. COORDINATE WORK WITH ST.
LOUIS COUNTY DEPARTMENT OF TRANSPORTATION.
SHERDIDAN ROAD
2-INCH DEPTH MILL AND REPLACEMENT OF EXISTING
ROADWAY. WIDEN ROAD, ADD TURN LANES AS
SHOWN ON PLANS. COORDINATE WORK WITH ST.
LOUIS COUNTY DEPARTMENT OF TRANSPORTATION.
HALSEY STREET
BO
UNDAR
Y
ROAD
SHERIDAN ROAD
SYLVAN SPRINGSROAD
TURN LANE
EXTENSION
GRAPHIC SCALE
1" = 100'
100'0 200'50'
N
W
ES
TL
AW
N S
TR
EE
T
MILL AND REPLACE
MILL AND REPLACE
NEW ASPHALT ROADS
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
GENERAL NOTES:
1. MATCH EXISTING FINISHED PAVEMENT ELEVATION WHERE
PROPOSED PAVEMENT TIE BACK TO EXISTING.
2. REFER TO SHEET C-501 FOR TYPICAL ROADWAY…
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