VA 854-042 - JBNC Phase 1 Drawings 2.0 102-130.pdf
PDF 16 MB Posted
- Solicitation number
- 36C10F25R0006
About this file
These documents are engineering and construction design plans for the Sylvan Springs Development project at Jefferson Barracks National Cemetery in St. Louis, Missouri. The comprehensive set of drawings, dated October 8, 2025, covers civil site details, utility layouts, sanitary sewer profiles, storm water profiles, water line extensions, and retaining wall designs. The project involves developing new land for the cemetery, including infrastructure improvements such as:
The plans detail multiple technical specifications, including sanitary sewer pipe installations using SDR 26 PVC pipes, water main extensions using ductile iron pipes, storm water management with hydrodynamic separators, and reinforced concrete retaining walls with limestone veneer. The project is being managed by the U.S. Department of Veterans Affairs Office of Construction and Facilities Management, with engineering work performed by multiple consulting firms. The design incorporates detailed geotechnical considerations, seismic design requirements, and specific construction standards for utility placement, wall construction, and site grading.
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Text version
Scale: NTS
SANITARY LATERAL AND CLEANOUT (TYPICAL)2
PAD
CENTER OF
COVER IN
CLEANOUT
TOP VIEW-CONCRETE PAD - MINIMUM DIMENSIONS
TYP.
2"
20"
# 4 BARS TYP.
NOTES:
1. SEE PLAN FOR LATERAL PIPE SIZES.
2. USE SDR 26 PVC PIPE.
3. LATERAL SHALL BE PVC PIPE.
4. USE TEE/WYES FOR PVC PIPE.
5. SANITARY LINES REQUIRE CLEANOUT IN BOTH DIRECTIONS.
6. IF DEPTH IS GREATER THAN 12', ENTIRE PIPE LATERAL SHALL BE DUCTILE IRON PIPE.
7. FOR SANITARY SEWER, LATERALS MUST HAVE 3' MIN. COVER.
8. FOUNDATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE.
9. TRENCH CLEAR DISTANCE NOT LESS THAN 6" OR MORE THAN 12" EACH SIDE.
10. INITIAL BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED. INITIAL BACKFILL
SHALL CONTAIN NO MATERIAL OVER 1-1/2" IN DIAMETER, FROZEN LUMPS, OR DEBRIS.
11. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
4"
12"
06/02/20
EMBEDMENT
AREA
FINAL BACKFILL
EXCAVATED TRENCH
WIDTH
6 INCH
PIPE
ZONE
SPRINGLINE
HAUNCHING
INITIAL
BACKFILL
BEDDING
UNDERGROUND INSTALLATION OF PLASTIC PIPE
PLASTIC PIPE SHALL ALWAYS BE BURIED IN STRICT ACCORDANCE WITH ASTM
STANDARD.
ASTM D2321 - STANDARD PRACTICE FOR UNDERGROUND INSTALLATION
OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
APPLICATIONS
IN ADDITION TO ASTM, PIPE SHALL ALWAYS BE INSTALLED IN ACCORDANCE
WITH LOCAL CODE REQUIREMENTS.
RECOMMENDATIONS FOR UNDERGROUND INSTALLATION OF PLASTIC
DRAINAGE PIPE:
1. MINIMUM WIDTH OF THE TRENCH IS THE PIPE OUTSIDE DIAMETER PLUS 16
INCHES, OR PIPE OUTSIDE DIAMETER TIMES 1.25 PLUS 12 INCHES. THIS
WILL ALLOW ADEQUATE ROOM FOR JOINING THE PIPE, SNAKING, AND
COMPACTION OF BACKFILL. THE SPACE BETWEEN THE PIPE AND TRENCH
WALL MUST BE WIDER THAN THE COMPACTION EQUIPMENT USED TO
COMPACT BACKFILL.
2. PROVIDE A MIN. OF 4 INCHES OF FIRM, STABLE AND UNIFORM BEDDING
MATERIAL IN THE TRENCH BOTTOM. IF ROCK OR UNYIELDING MATERIAL
IS ENCOUNTERED, A MINIMUM OF 6 INCHES OF BEDDING SHALL BE USED.
BLOCKING SHOULD NOT BE USED TO CHANGE PIPE GRADE OR TO
INTERMITTENTLY SUPPORT PIPE OVER LOW SECTIONS OF TRENCH.
3. THE PIPE SHALL BE SURROUNDED WITH AN AGGREGATE MATERIAL
WHICH IS EASILY WORKED AROUND THE SIDES OF THE PIPE. BACKFILL
SHALL BE PLACED IN 6 INCH LIFTS, AND COMPACTED TO 95%.
4. MECHANICAL TAMPERS OR HAND TAMPING OF EACH LIFT TO SPECIFIED
COMPACTION.
5. TRENCH SHALL BE COMPLETELY FILLED. BACKFILL PLACED IN UNIFORM
LAYERS. STONES AND DEBRIS IN BACKFILL SHOULD BE REMOVED.
HEAVY TAMPERS SHOULD ONLY BE USED TO CONSOLIDATE THE FINAL
BACKFILL.
6. TO PROTECT PIPE FROM DAMAGE OR DISTURBANCE, INSTALL PIPE
BELOW FROST LEVEL,. MAINTAIN A MIN. DEPTH OF BACKFILL ABOVE THE
PIPE.
NOTE
1. THIS INFORMATION PROVIDES
GENERAL GUIDELINES. USE AS A
REFERENCE AND NOT AS A
GUARANTEE OF PERFORMANCE.
SPECIFIC INSTALLATION
INSTRUCTIONS AND TECHNIQUES MAY
BE REQUIRED AS A RESULT OF LOCAL
PLUMBING AND BUILDING CODES,
ENGINEERING SPECIFICATIONS AND
INSTRUCTION.
Scale: NTS
PVC LATERAL PIPE INSTALLATION (TYPICAL)1
LATERAL PIPE- SIZE
PER PLAN
CAST IRON CLEANOUT WITH
COVER OR APPROVED
EQUAL
FINISHED GRADE OR PAVING
LONG SWEEP/BEND (TEE/WYE) USE
REDUCING TYPE WHERE REQUIRED
18"x18"x4" THICK CONCRETE
PAD
CONCRETE OR CONCRETE BLOCK
FOR SANITARY SEWER LATERALS
4" EXTENSION
U.N.O. ON PLAN
SANITARY CLEANOUT - TYPICAL
Scale: NTS
ROOF DOWNSPOUT BOOT (TYPICAL)3
NOTES:
1. REFER TO PLAN C-101 FOR ROOF AND AWNING DOWNSPOUT LOCATIONS.
2. BOOTS SHALL BE STRAIGHT, NOT MOUNTED INTO CONCRETE.
3. BOOTS SHALL HAVE A CLEANOUT ACCESS TO SNAKE AND MAINTAIN THE
PIPE. CLEANOUT ACCESS SHALL OPEN WITH WATER PRESSURE ALLOWING
STORMWATER BACKED UP IN THE PIPE TO SPILL OUT OF THE LEADER .
CLEANOUT COVER SHALL BE HINGED TO AUTOMATICALLY CLOSE WHEN
WATER PRESSURE DROPS.
5" [127mm]
4" [102]
24" [610mm]
A
16" [24mm]
7 12" [190mm]
5'
8' MIN. 11' MIN.
[2438mm] [2438mm]
MOUNT ACCESSIBILITY PARKING
SIGNS AT BLDG. FACADE
4" [102mm] PAINTED
DIAGONAL LINES
[1524mm] 5'
[1524mm] 5'
[1524mm]
NOTES:
1. SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY WIDTHS.
2. SEE VA BARRIER FREE DESIGN HANDBOOK PG-08-13 FOR ACCESSIBLE SPACE
QUANTITIES AND SIGNAGE.
3. ACCESSIBLE SPACE FOR VANS MUST BE 11' [3300mm] WIDE WITH 5' [1524mm] ACCESS
AISLES AND BE DESIGNATED FOR VANS ONLY.
4. VA ACCESS AISLE REQUIREMENTS FOR ACCESSIBLE PARKING STALLS ARE 1500mm
(5'-0") AISLE WIDTH ON EACH SIDE OF AN ADA PARKING STALL.
5. ADA PARKING STALL SIGNS SHALL BE LOCATED 3 FT FROM BACK OF CURB OR EDGE OF
SIDEWALK IN LANDSCAPE AREA. DO NOT PLACE SINGS IN A POSITION THAT ANY
WALKWAYS ARE OBSTRUCTED.
ACCESSIBLE SPACES
' M
IN
.-2
0' M
AX
[5
6m m
M
IN
.-6
6m m
M
AX
ACCESSIBILITY SYMBOL
Scale: NTS
PARKING STALL LAYOUT (TYPICAL)6
CARS VAN
Scale: NTS
SANITARY SEWER DROP (TYPICAL)5
CONCRETE SLAB
4" (100 mm) MIN.
THICK
EXISTING SOIL
SUBGRADE
COMPACTED
AGGREGATE BASE 6"
(150mm) MIN. THICK
NOTES:
1. CONCRETE SLAB SHALL BE SLOPED TO PROVIDE
COMPLETE SURFACE DRAINAGE.
2. SLAB TO HAVE STEEL TROWEL AND FINE BROOM
FINISH. DO NOT USE CURING COMPOUNDS. MAXIMUM
VARIATION IN SLAB 14" IN 10'.
3. EXPANSION JOINTS ARE MANDATORY. ARCHITECT
MUST SPECIFY LOCATION AND DETAIL ON DRAWINGS.
4. JOISTS SHOULD BE SWEPT WITH SAND OR GROUT.
PROVIDE SUBSURFACE DRAINAGE AS REQUIRED.
SLURRY BOND COAT
DETECTABLE
WARNING PAVERS 2"
THICK
MORTAR BED WITH
REINFORCING
1" (25mm) THICK
Scale: NTS
DETECTABLE WARNING PAVER (TYPICAL)4
3"3" 3"
2"
3" CONCRETE
CONCRETE
1/
2"
1"
NO. 5 BAR
1'-6" LONG
Scale: NTS
CONCRETE WHEEL STOP (TYPICAL)7
NOTES:
1. WHEEL STOPS TO BE INSTALLED AT ADA PARKING STALLS.
2. AN ADHESIVE MAY BE USED INSTEAD OF NO. 5 BAR TO
ANCHOR WHEEL STOP TO CONCRETE PAVEMENT.
WALKWAY
SUB GRADE
WHEEL STOP (TYP.)
MAINTENANCE
BUILDING
Scale: NTS
PIPE BEDDING CLASS "C" (TYPICAL)8
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
OCTOBER 8, 2025Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
10/08/2025
JTKHJM
CIVIL SITE DETAILS 8
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PROPERTY LINE
UTILITY EASEMENT
4" PERFORATED UNDERDRAIN
6" SOLID WALL HDPE
STORMWATER PIPE
SANITARY SEWER PIPE
UG ELECTRICAL
WATER PIPE
TELECOM
FIRE HYDRANT
SANITARY SEWER MANHOLE
STORMWATER STRUCTURE
STORMWATER MANHOLE
WATER METER VAULT
HYDRODYNAMIC SEPARATOR
CLEAN OUT
LIMIT OF DISTURBANCE
SITE LEGEND
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John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
OCTOBER 8, 2025Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
10/08/2025
GENERAL NOTES:
1. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES. NOTIFY ST. LOUIS
MSD PRIOR TO AND AT COMPLETION OF MODIFICATIONS TO EXISTING ST. LOUIS
MSD STRUCTURES. MODIFICATIONS, ABANDONMENT, AND REMOVAL OF EXISTING
ST. LOUIS MSD STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.
2. EXISTING ELECTRICAL SERVICE LINES ON SITE PROPERTY OF AMREN. COORDINATE
WITH UTILITY TO REMOVE/RELOCATE SERVICE LINES AND POLES.
3. EXISTING WATER LINES ON SITE PROPERTY OF AMERICAN WATER. COORDINATE
WITH UTILITY TO DEMOLISH/RELOCATE PIPES, REMOVE EASEMENTS ON PROPERTY
THAT CONFLICT WITH NEW CONSTRUCTION.
4. EXISTING SANITARY AND STORM SEWER LINES ON SITE PROPERTY OF ST. LOUIS
MSD. COORDINATE WITH UTILITY TO REMOVE/RELOCATE PIPES/STRUCTURES, OR
ADJUST TO FINISH GRADE. SEE PROFILE SHEETS FOR STRUCTURES THAT NEED TO
BE ADJUSTED.
5. MINIMUM SANITARY OR STORMWATER STRUCTURE SIZE: 48"x48".
6. CONTRACTOR IS RESPONSIBLE FOR SURVEYING, RECORDING, AND DEEDING ALL
UTILITY (STORM, SANITARY, WATER, ETC.) AND BMP (HYDRODYNAMIC SEPARATORS,
ETC.) EASEMENTS REQUIRED FOR THIS PROJECT AND SUBMITTING TO MSD, PARKS
DEPARTMENT, COUNTY RECORDER OF DEEDS, AND THE VA.
KEYNOTES:
1. PROPOSED STORM SEWER.
2. PROPOSED SANITARY SEWER.
3. PROPOSED WATER LINE.
4. PROPOSED UG ELEC. LINE: CONNECT BACK TO JBNC. SEE ES101 FOR
MORE INFORMATION.
5. PROPOSED UG COMM LINE: CONNECT BACK TO JBNC.
6. ADJUST STORM INLETS/MANHOLES AT SHERIDAN ROAD TO FINISH
GRADE AT NEW TURN LANE, MATCH NEW C&G EL.
7. HYDRODYNAMIC SEPARATOR UNITS (DOWNSTREAM DEFENDER UNITS);
ST. LOUIS METROPOLITAN SEWER DISTRICT APPROVED DEVICE ONLY.
JTKHJM
SITE UTILITY LAYOUT
MAINTENANCE
BUILDING
GRAVE
LOCATOR
KIOSK
EXISTING ST. LOUIS METROPOLITAN SEWER
DISTRICT; EXISTING STORMWATER PIPE,
STRUCTURES, AND EASEMENT TO REMAIN.
COORDINATE CONSTRUCTION OF NEW
STORMWATER NETWORK CONNECTION TO
EXISTING PIPES AND STRUCTURES WITH MSD.
PB 07 PG 0007
EXISTING MSD
EASEMENT PB
07 PG 0007
EXISTING MSD
EASEMENT
PB 07 PG 0007 6
EX AND MSD DENOTES EXISTING STORMWATER PIPE OR STRUCTURE.
STRUCTURES AND PIPES THAT ARE TO REMAIN TO BE PROTECTED IN PLACE
DURING CONSTRUCTION. IF DAMAGED, CONTACT COR AND MSD IMMEDIATELY.
GRAPHIC SCALE
1" = 60'
60'0 120'30'
XX
Scale: 1:603 COLUMBARIUM SITE UTILITY LAYOUT Scale: 1:602 COMMITTAL SHELTER SITE UTILITY LAYOUT
Scale: 1"=60'1 SYLVAN SPRINGS SITE UTILITY LAYOUT
MSD STRUCTURES AND PIPES IN
EX. EASEMENT:PB 07 PG 0007.
NEW ELECTRICAL SERVICE FOR SYLVAN
SPRINGS. CONTRACTOR TO INSTALL
CONDUIT FOR NEW SERVICE.
COORDINATE WITH UTILITY.
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
208A
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SANITARY SEWER FROM SYLVAN SPRING SKATE PARK. TIE
EXISTING TO PROPOSED SANITARY LINE. COORDINATE
SERVICE INTERRUPTION WITH ST. LOUIS COUNTY.
EXISTING STORMWATER NETWORK WITH
CONTINUOUS NATURAL SPRING FLOW.
TIE EXISTING NETWORK TO PROPOSED.
COORDINATE INSTALL WITH MSD.
SANITARY STRUCTURE (ABANDONED) TO
REMAIN, DEMOLISH PIPE BACK TO AND PATCH
STRUCTURE. COORDINATE WORK WITH MSD.
EXISTING HYDRANT,
PROTECT IN PLACE.
EXISTING 18" DRAIN
PIPE UNDER HALSEY.
CONNECT NEW SANITARY
MANHOLE TO EX. PIPE
COORDINATE SERVICE
INTERRUPTION WITH MSD.
CONNECT NEW
SANITARY MANHOLE
TO EX. PIPE
CONNECT 8" DIP TO
IRRIGATION EQUIPMENT
CONNECT NEW
SANITARY MANHOLE
TO EX. PIPE
RELOCATE EXISTING PARK WATER
METER TO PARK PROPERTY.
COORDINATE WITH PARK DEPT.
RUNOFF FROM PARK DRAIN TO
NEW VA OWNED HEADWALL.
PROPOSED 6"
AND 8" WATER
LINE
PROPOSED 4" WATER LINE, TIE TO
MSD PIPE. ST. LOUIS COUNTY
OWNED SERVICE LINE AND
MAINTENANCE EASEMENT
SYLVAN SPRINGS RD.
HALSEY ST.
ST. LOUIS MSD PLANNED SANITARY SEWER
IMPROVEMENT PROJECT, OVERLAPS WITH SYLVAN
SPRINGS AND JBNC CEMETERY PROPERTY, EXTENDS
SOUTH FROM MSD #29H3-047S, TO MSD #29HM-096S,
AT EX. JBNC MAINTENACNE BLDG. COORDINATE WORK
AND POTENTIAL CONFLICTS WITH MSD AND COR.
NEW MSD
SANITARY
EASEMENT
NEW MSD STORMWATER
EASEMENT
NEW MSD
STORMWATER
EASEMENT
NEW MSD SANITARY
EASEMENT
NEW MSD SANITARY
EASEMENT
NEW MSD STORMWATER
EASEMENT
NEW MSD STORMWATER
EASEMENT
NEW MSD STORMWATER
EASEMENT
EX. GAS PIPELINE
VALVES IN ROAD
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
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SITE BENCHMARK: TOP NUT HYDRANT = 479.10
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ST LOUIS MSD EASEMENT
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EASEMENT
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SITE BENCHMARK: TOP NUT HYDRANT = 479.10
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ST LOUIS MSD EASEMENT
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ST LOUIS MSD
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FOERSTER BK 9774, PG 73 29H330087
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NISWONGER BK 8013, PG 1116 29H330111
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HINSON BK 10335, PG 109 29H330197
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SLOVACEK BK 17637, PG 191 29H330241
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LEIBACH BK 13229, PG 819 29H330285
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FERGUSON BK 7823, PG 754 29H330331
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BRADLEY BK 18925, PG 982 29H330373
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HRASTICH BK 10315, PG 2152 29H330423
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PAUREK BK 18728, PG 1659 29H330461
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BOERSCHIG BK 7796, PG 1646 29H330542
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SWARTZ BK 13735, PG 113 29H330607
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ALLIANCE REALTY BK 18509, PG 1752 29H330681
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SEFEROVIC BK 16254, PG 1178 29H610059
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STORM BK 8538, PG 131 29H610048
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KOZLEN BK 6601, PG 1827 29H610037
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CU100
SS
x
SS
x
SS
x
SD x
SD x
SD x
SD x
SD x
SD x
SD x
SD x
SD x
SD x
SD x
SDx SDx
SD
x
SDx
SDx
SDx
SDx
SD
x
SDx
SDx
SDx
SDx
SDx
SDx SDx
UC
x
UC
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PR
OP
ER
TY
LIN
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
ROAD C
RO
AD
A
1+68.31
0+00
1+00
W
R O
AD
A
EX-M
SD-P2
EX-M
SD-P3
EX-MSD-P4
EX-MSD-P6
EX-MSD-P7
EX-MSD-P9
EX-MSD-P10
P64
P17
P53
P52
P51
P90 P6
P71
P40
P8
P80P7
P33
P16
P15
P14
P3
P3
P38
P91
P63
P62
P61
P7
P60
P50
EX
-M
SD
-P
SS
SS
W W
SS
MSD 29H3-044S
SSMH7
SSMH4
SSMH8
SSMH10
SSMH3
SSMH6
P34 P1
SSMH5
0+00
1+
EX-MSD-P13
SS
SSMH2
SSMH1
EX-PRK-P1
MSD 29H3-111D
MSD 29H3-112D
EX-MSD-JB5
S1
MSD 29H3-114D
S35
S64
S39
S18
S54
S53 S52
S81
S68 S72
S71
S40
S32
S70
S30
S90
EX-MSD-JB4
S51
S17 S16
S15
S31
S91
S38
MSD 29H3-110D
S63
S62
S61
S60 S50
S2
EX. HEADWALL
S33
S34
EX-MSD-P4
EX-MSD-P8
EX-MSD-P5
P30
P2
EX-MSD-P11
SSP8
SSP7
SSP5
SSP4
SSP1
SSP12
SS
P9
SS
P1
SSP2
SSP6
SSP3
S57
P5
S19
P18
S55
P54 S20
P19
S56
P5
S73
P73
S67
P67
P65
02-P1
02-P2
03-P1
-P
HDS4-07
07-P1
07-P2
HDS4-08
08-P1
-P
HDS4-04
04-P1
-P
HDS4-05
P31
MSD 29H3-047S
10+22.92
0+00
1+
2+
3+
4+
5+
6+00
7+00
8+00
9+
+0
HDS4-02
HDS4-03
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
M
SS
M
H , R
IM
: 4
.7
SS
P7
IN
V.
IN
: 4
.4
SS
P6
IN
V.
O U
T:
.3
ST
A:
+9 4.
SS
M
H
SS
M
H , R
IM
: 4
.1
SS
P2
IN
V.
IN
: 4
.6
SS
P1
IN
V.
O U
T:
.5
ST
A:
+7 6.
SS
M
H
SS
M
H , R
IM
: 4
.3
SS
P3
IN
V.
IN
: 4
.1
SS
P2
IN
V.
O U
T:
.0
ST
A:
+5 0.
SS
M
H
SS
M
H , R
IM
: 4
.9
SS
P5
IN
V.
IN
: 4
.6
SS
P4
IN
V.
O U
T:
.5
ST
A:
+7 0.
SS
M
H
SS
M
H , R
IM
: 4
.9
SS
P8
IN
V.
IN
: 4
.1
SS
P7
IN
V.
O U
T:
.0
ST
A:
+7 8.
SS
M
H
EX
. M
SD
S
S M
H , R
IM
: 4
.2
SS
P1
IN
V.
IN
: 4
.8
SS
P9
IN
V.
IN
: 4
.2
ST
A:
+0 0.
M
SD
9H
3-
7SSS
M
H , R
IM
: 4
.7
SS
P4
IN
V.
IN
: 4
.5
SS
P3
IN
V.
O U
T:
.4
ST
A:
+7 6.
SS
M
H
EX
. M
SD
S
S M
H , R
IM
: 4
.2
SS
P8
IN
V.
O
U T:
.4
ST
A:
0+
.9
M
SD
9H
3-
4S
SS
M
H , R
IM
: 4
.9
SS
P6
IN
V.
IN
: 4
.7
SS
P1
IN
V.
IN
: 4
.8
SS
P5
IN
V.
O U
T:
.6
ST
A:
+6 6.
SS
M
H
ELEVATIO
N
STATION
-0+500+001+002+003+004+005+006+007+008+009+0010+0010+50
-0+500+001+002+003+004+005+006+007+008+009+0010+0010+50
SSP4 294' OF 12" SDR 26 PVC @ 1.02%
SSP5 96' OF 12" SDR 26 PVC @ 1.00%
SSP8 144' OF 12" SDR 26 PVC @ 1.59%
SSP7 184' OF 12" SDR 26 PVC @ 3.60%
SSP6 129' OF 12" SDR 26 PVC @ 3.60%
SSP1 77' OF 12" SDR 26 PVC @ 4.80%
SSP2 73' OF 12" SDR 26 PVC @ 3.30%
SSP3 26' OF 12" SDR 26 PVC @ 1.02%
PROP. 8" SSP11
INV. EL: ±466.81'
SSP9 6" PVC
INV. EL: 455.75'
EX. SANITARY
10" VCP
INV. EL: ±455.34
P53
STA: 0+82.92
INV. EL: 465.19
P52
STA: 0+37.51
INV. EL: 462.82
P62
STA: 1+63.73
INV. EL: 456.72
P38
STA: 6+09.80
INV. EL: 477.69
EX. SANITARY 8" VCP
INV. EL: ±481.00'
STRUCTURE TABLE
STRUCTURE
NAME
MSD 29H3-044S
MSD 29H3-047S
SSMH1
SSMH2
SSMH3
SSMH4
SSMH5
SSMH6
SSMH7
STRUCTURE DETAILS
EX. MSD SS MH, 48" DIA
RIM: 487.29
DEPTH: 6.85
SUMP: 480.44
EX. MSD SS MH, 48" DIA
RIM: 471.29
DEPTH: 15.95
SUMP: 455.34
SS MH, 48" DIA
RIM: 473.10
DEPTH: 13.54
SUMP: 459.56
SS MH, 48" DIA
RIM: 474.38
DEPTH: 12.30
SUMP: 462.08
SS MH, 48" DIA
RIM: 474.74
DEPTH: 12.29
SUMP: 462.45
SS MH, 48" DIA
RIM: 481.98
DEPTH: 16.44
SUMP: 465.54
SS MH, 48" DIA
RIM: 484.94
DEPTH: 18.36
SUMP: 466.58
SS MH, 48" DIA
RIM: 487.77
DEPTH: 16.44
SUMP: 471.33
SS MH, 48" DIA
RIM: 496.94
DEPTH: 18.89
SUMP: 478.05
PIPES IN
SSP1 12" INV IN = 455.87 NW
SSP9 6" INV IN = 462.27 E
SSP2 12" INV IN = 459.66 N
SSP3 12" INV IN = 462.18 NW
SSP4 12" INV IN = 462.55 N
SSP5 12" INV IN = 465.64 N
SSP6 12" INV IN = 466.70 W
SSP11 8" INV IN = 466.81 E
SSP7 12" INV IN = 471.43 W
SSP8 12" INV IN = 478.15 N
PIPES OUT
SSP8 12" INV OUT = 480.44 S
SSP1 12" INV OUT = 459.56 SE
SSP2 12" INV OUT = 462.08 S
SSP3 12" INV OUT = 462.45 SE
SSP4 12" INV OUT = 465.54 S
SSP5 12" INV OUT = 466.60 S
SSP6 12" INV OUT = 471.33 E
SSP7 12" INV OUT = 478.05 E
NORTHING
EASTING
N 972470.6 E 879331.6
N 971700.0 E 879740.7
N 971743.8 E 879677.4
N 971817.0 E 879672.3
N 971839.4 E 879658.4
N 972132.7 E 879669.2
N 972224.0 E 879638.8
N 972257.4 E 879514.7
N 972326.9 E 879344.6
EX. 8" INV IN = 481.00' NW
EX. 10" INV OUT = 455.34' S
455.75
PIPE TABLE
NAME
SSP1
SSP2
SSP3
SSP4
SSP5
SSP6
SSP7
SSP8
SIZE
12"
12"
12"
12"
12"
12"
12"
12"
LENGTH
76.93'
73.35'
26.38'
293.54'
96.16'
128.54'
183.76'
144.26'
SLOPE
4.80%
3.30%
1.02%
1.02%
1.00%
3.60%
3.60%
1.59%
MATERIAL
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
OCTOBER 8, 2025Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
10/08/2025
GENERAL NOTES:
1. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES. NOTIFY
ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF MODIFICATIONS TO
EXISTING ST. LOUIS MSD STRUCTURES. MODIFICATIONS,
ABANDONMENT, AND REMOVAL OF EXISTING ST. LOUIS MSD
STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.
2. CONTRACTOR TO COORDINATE FINAL SIZING AND MATERIALS OF NEW
PIPE AND STRUCTURES WITH ST. LOUIS METROPOLITAN SEWER
DISTRICT (MSD) REQUIREMENTS. MIN. STRUCTURE SIZE: 4'X4'.
3. PUBLIC (MSD) SANITARY SEWER PIPE AND STRUCTURES TO BE
LOCATED IN NEW 10' WIDE MSD SANITARY SEWER EASEMENT.
KEYNOTES: NOT ALL KEYNOTES USED ON SHEET
1. PROPOSED SANITARY SEWER LINE.
2. PROPOSED WATER LINE.
3. PROPOSED STORM WATER LINE.
4. PROPOSED UNDERGROUND ELECTRIC LINE.
5. PROPOSED UNDERGROUND COMMUNICATION LINE.
JTKHJM
SANITARY SEWER PROFILE 1 OF 4
SCALE: HORIZONTAL 1"=30' / VERTICAL 1"=6'2 SANITARY SEWER PROFILE 29H3-044S - 29H3-047S
EXISTING GRADE
PROPOSED GRADE
EXISTING MSD SANITARY MANHOLE
29H3-044S, TIE NEW SANITARY SEWER
PIPE TO EXISTING STRUCTURE,
ALIGNMENT IN NEW MSD EASEMENT
XX
GRAPHIC SCALE
1" = 30'
30'0 60'15'
ADJUST EX. STRUCTURE
TO GRADE
SECTION
SECTION
SECTION
SECTION
SECTION
EXISTING MSD SANITARY
MANHOLE 29H3-047S, TIE
NEW SANITARY SEWER PIPE
TO EXISTING STRUCTURE
PUBLIC SANITARY SEWER NETWORK
SCALE: 1"=30'1 SANITARY SEWER PLAN 29H3-044S - 29H3-047S
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
NEW MSD SANITARY EASEMENT
NEW MSD SANITARY EASEMENT
NEW MSD STORMWATER EASEMENT
NEW MSD SANITARY EASEMENT
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text
ST LOUIS MSD
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
ST LOUIS MSD EASEMENT
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
CU201
SD
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
UC x UC x UC x UC x UC x
UC x UC x UC x UC x UC x UC x UC x UC x UC x UC xUE x UE x UE x UE x
U E x
Gx Gx Gx Gx Gx Gx
PL PL PL PL PL PL PL PL PL PL
SS
SS
SS
SS
SS
SHERIDAN RD
1+68.31
0+00
1+
W
R O
AD
D
W
W
ROAD A
EX
-M
SD
-P
EX-M
SD-P10
P1
P53
P5
P51
P9
P105 P81
P9
P9
P80
EX
-M
SD
-P
P100P8
P9
P6
P60
P5
EX-MSD-P14
W W W W WW W W W W W
W W
SS
SSMH8
SSMH3
P1
EX
-M
SD
-P
SSMH2
SSMH1
P94
S1
MSD 29H3-115D
MSD 29H3-114D
S54
S53
S52
S81
S82
S92
S90
S93
S101
S108
S51 S15
S100
S91
S61
S60
S50
S80
S94
PRV-CI-1
EX-MSD-P11
S126
P1
SSP1 SSP9
SS
P2
SSP3
S57
P55
P1
S55
P5
P120
P1
S56
P56
P1
-P
02-P2
-P
03-P2
HDS4-0404-P1
04-P2
HDS4-05
-P
05-P2
EX-PRV-AI-1
MSD 29H3-047S
0+00
1+00
HDS4-03
EX-PRV-P161
EX-PRV-P160
EX-PRV-P165
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
UC x UC x UC x UC x UC x
UC x UC x UC x UC x UC x UC x UC x UC x UC x UC xUE x UE x UE x UE x
U E x
M
LOD
LOD
LOD
LOD
LOD
LODLODLOD
ELEVATIO
N
STATION
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 5+25
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 5+25
SSP5 12" PVC
INV. EL: 466.60
EX. SANITARY 6" VCP
INV. EL: ±469.52
SS
M
H , R
IM
: 4
.9
SS
P6
IN
V.
IN
: 4
.7
SS
P1
IN
V.
IN
: 4
.8
SS
P5
IN
V.
O U
T:
.6
ST
A:
+0 0.
SS
M
H
SS
M
H , R
IM
: 4
.4
SS
P1
IN
V.
IN
: 4
.2
SS
P1
IN
V.
O U
T:
.1
ST
A:
+6 1.
SS
M
H
10 SS
M H
, R
IM
: 4
.1
SS
P1
IN
V.
IN
: 4
.3
SS
P1
IN
V.
O
U T:
.2
ST
A:
+7
1.
SS
M
H
SS
M
H , R
IM
: 4
.9
SS
P1
IN
V.
O U
T:
.4
ST
A:
+8 4.
SS
M
H
P64
STA: 0+41.65
INV. EL: 462.16
SSP13 213' OF 8" SDR 26 PVC @ 0.50%
SSP12 210' OF 8" SDR 26 PVC @ 0.50%
SSP11 61' OF 8" SDR 26 PVC @ 0.49%
SD
x
SD
x
SDx
SDxSDxSD
W x
SSxSSxSSx
PL
PL
PL
PL
PL
PL
SS
SS
SS
SS
SSSSSS
SS
R O
AD
A
R O
AD
A
EX
-M
SD
-P
EX-MSD-P6
EX-MSD-P7
P64
P3
P38
P63
SS
SSMH4
SSMH12
SSMH11
SSMH10
SSMH5
4+84.52
0+00
1+ 00 2+
3+00
4+00
SS
P66
MSD 29H3-111D
S64
S39
S30
EX-PRK-S11
S31 S38
S63
EX
-M
SD
-P
4EX-MSD-P5
EX-PRK-P2
P30
SSP5
SS
P1
SSP12
SSP11
S136
P1
S137
P137
S65
S67
P6
P65
HDS4-08
08-P1
-P
P31
5+
6+00
S66
SD
x
SD
x
SDx
SDxSDxSD
W x
SSxSSxSSx
PL
PL
PL
PL
PL
PL
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
ELEVATIO
N
STATION
-0+25 0+00 1+00 2+00
-0+25 0+00 1+00 2+00
EX. SANITARY 10" VCP
INV. EL: ±455.34
P91
STA: 1+36.10
INV. EL: 464.79
P80
STA: 0+62.89
INV. EL: 457.65
EX
. M
SD
S
S M
H , R
IM
: 4
.2
SS
P1
IN
V.
IN
: 4
.8
SS
P9
IN
V.
IN
: 4
.2
ST
A:
+0 0.
M
SD
9H
3-
7S
SS
M
H , R
IM
: 4
.5
SS
P9
IN
V.
O
U T:
.0
ST
A:
+6
8.
SS
M
H
P91
STA: 1+36.10
INV. EL: 464.79
SSP9 168' OF 6" SDR 26 PVC @ 4.00%
OUTSIDE DROP
INV. EL: 455.75'
STRUCTURE TABLE
STRUCTURE
NAME
MSD 29H3-047S
SSMH8
STRUCTURE DETAILS
EX. MSD SS MH, 48" DIA
RIM: 471.29
DEPTH: 15.95
SUMP: 455.34
SS MH, 48" DIA
RIM: 476.55
DEPTH: 7.55
SUMP: 469.00
PIPES IN
SSP1 12" INV IN = 455.87 NW
SSP9 6" INV IN = 462.27 E
PIPES OUT
SSP9 6" INV OUT = 469.00 W
NORTHING
EASTING
N 971700.0 E 879740.7
N 971746.6 E 879902.4
PIPE TABLE
NAME
SSP9
SIZE
6"
LENGTH
168.31'
SLOPE
4.00%
MATERIAL
SDR 26 PVC
SSP FROM NEW
MAINTENANCE BLDG.
SEE PLUMBING PLAN
EX. 10" INV OUT = 455.34 S
455.75
455.75
STRUCTURE TABLE
STRUCTURE
NAME
SSMH5
SSMH10
SSMH11
SSMH12
STRUCTURE DETAILS
SS MH, 48" DIA
RIM: 484.94
DEPTH: 18.36
SUMP: 466.58
SS MH, 48" DIA
RIM: 484.47
DEPTH: 17.36
SUMP: 467.11
SS MH, 48" DIA
RIM: 485.11
DEPTH: 16.85
SUMP: 468.26
SS MH, 48" DIA
RIM: 474.99
DEPTH: 5.57
SUMP: 469.42
PIPES IN
SSP6 12" INV IN = 466.70 W
SSP11 8" INV IN = 466.81 E
SSP12 8" INV IN = 467.21 N
SSP13 8" INV IN = 468.36 E
PIPES OUT
SSP5 12" INV OUT = 466.60 S
SSP11 8" INV OUT = 467.11 W
SSP12 8" INV OUT = 468.26 S
SSP13 8" INV OUT = 469.42 W
NORTHING
EASTING
N 972224.0 E 879638.8
N 972245.8 E 879696.2
N 972456.0 E 879685.9
N 972496.0
E 879894.8EX. 6" INV IN = 469.52 N
PIPE TABLE
NAME
SSP11
SSP12
SSP13
SIZE
8"
8"
8"
LENGTH
61.41'
210.49'
212.62'
SLOPE
0.49%
0.50%
0.50%
MATERIAL
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
OCTOBER 8, 2025Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
10/08/2025
JTKHJM
SANITARY SEWER PROFILE 2 OF 4
SCALE: 1"=30'1 SANITARY SEWER PLAN SSMH8 - 29H3-047S
SCALE: HORIZONTAL 1"=30' / VERTICAL 1"=6'2 SANITARY SEWER PROFILE SSMH8 - 29H3-047S
EXISTING GRADE
PROPOSED GRADE
SCALE: 1"=30'3 SANITARY SEWER PLAN SSMH12 - SSMH5
SCALE: HORIZONTAL 1"=30' / VERTICAL 1"=6'4 SANITARY SEWER PROFILE: SSMH12 - SSMH 5
EXISTING GRADE
PROPOSED GRADE
CONNECT EXISTING SANITARY
SEWER LINE TO NEW MANHOLE
STRUCTURE.
CONNECT EXISTING SANITARY
SEWER LINE TO NEW MANHOLE
STRUCTURE.
ADJUST EX.
STRUCTURE TO
GRADE
SECTION
210 SECTION
SECTION
SECTION
SECTION
PRIVATE SANITARY SEWER NETWORK
KEYNOTES: NOT ALL KEYNOTES USED ON SHEET
1. PROPOSED SANITARY SEWER LINE.
2. PROPOSED WATER LINE.
3. PROPOSED STORM WATER LINE.
4. PROPOSED UNDERGROUND ELECTRIC LINE.
5. PROPOSED UNDERGROUND COMMUNICATION LINE.
XX
TIE NEW SANITARY LATERAL FROM
NEW MAINTENANCE BUILDING TO
MANHOLE. SEE PLUMBING PLAN
FOR INV. EL. AT BUILDING.
GENERAL NOTES:
1. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES. NOTIFY
ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF MODIFICATIONS TO
EXISTING ST. LOUIS MSD STRUCTURES. MODIFICATIONS,
ABANDONMENT, AND REMOVAL OF EXISTING ST. LOUIS MSD
STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.
2. CONTRACTOR TO COORDINATE FINAL SIZING AND MATERIALS OF NEW
PIPE AND STRUCTURES WITH ST. LOUIS METROPOLITAN SEWER
DISTRICT (MSD) REQUIREMENTS. MIN. STRUCTURE SIZE: 4'X4'.
3. PUBLIC (MSD) SANITARY SEWER PIPE AND STRUCTURES TO BE
LOCATED IN NEW 10' WIDE MSD SANITARY SEWER EASEMENT.
CONNECT SANITARY LATERAL
TO MSD STRUCTURE WITH
OUTSIDE DROP, MAINTAINED
BY OWNER.
CONNECT SANITARY LATERAL
TO MSD STRUCTURE WITH
OUTSIDE DROP, MAINTAINED
BY OWNER.
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
GRAPHIC SCALE
1" = 30'
30'0 60'15'
GRAPHIC SCALE
1" = 30'
30'0 60'15'
NEW
M
SD S
TO
RMW
ATE
R E
ASEMENT
N
EW
M
SD
SAN
ITAR
Y EASEM
EN
T
NEW MSD STORMWATER EASEMENT
N
EW
M
SD
SAN
ITAR
Y EASEM
EN
T
PUBLIC SANITARY SEWER NETWORK
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text 5'x10' RCB
AutoCAD SHX Text
ST LOUIS MSD EASEMENT
AutoCAD SHX Text
PRIVATE
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 S
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
LID 2.21
AutoCAD SHX Text
26 1/2" DIA.
AutoCAD SHX Text
MH TP=489.11 FL=484.45
AutoCAD SHX Text
CI TP=476.70 FL=470.05
AutoCAD SHX Text
AI TP=481.55 FL=470.90
AutoCAD SHX Text
MH 29H3-129D TP=467.98 FL=458.02
AutoCAD SHX Text
MH 29H3-115D TP=467.45 FL=448.85
AutoCAD SHX Text
29H3-128D AI TP=468.26 FL=460.74
AutoCAD SHX Text
MH 29H3-0117D TP=462.27 FL=455.62
AutoCAD SHX Text
FL=472.02
AutoCAD SHX Text
FL=455.85
AutoCAD SHX Text
FL=458.85
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
5'X10'RCB
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text 5'x10' RCB
AutoCAD SHX Text
ST LOUIS MSD EASEMENT
AutoCAD SHX Text
PRIVATE
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text
SITE BENCHMARK: TOP NUT HYDRANT = 479.10
AutoCAD SHX Text
ST LOUIS MSD
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text
SITE BENCHMARK: TOP NUT HYDRANT = 479.10
AutoCAD SHX Text
ST LOUIS MSD
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
CU202
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
SSx
SSx SSx
SSx
SS
x
Gx
G x
G x
G x
SS
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
G x
G x
Wx
PL
PL
PL
PL
PL
PL
SIT
E B
EN
CH
MA
RK
#1
MH
EL
=5
.62
ROAD A
SS
SS
SS SS SS SS SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
+0
+2
9.1
ROAD A
P156 P152
P103
P1
P109
SS
P2
P10
P15
SSMH24
SSMH20
SSMH22
SSMH21
SSMH23
SSMH27
SSMH26
P112
R O
AD
A
S112
S111
S103
S106
S105
S104
S113
S152
S154
S155
P1
P154
SSP27
SSP24
SSP23
SSP22
SSP21
SSP20
P1
S153
P153
P1
-P
10-P2
S107
MSD-29H3-0147S
W W
W W
W 2+48.64
0+00
1+00
2+
SSMH25
S151
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
SSx
SSx SSx
SSx
SS
x
Gx
G x
G x
G x
SS
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
ELEVATIO
N
STATION
-0+250+001+002+003+004+005+006+007+008+009+0010+0010+50
-0+250+001+002+003+004+005+006+007+008+009+0010+0010+50
EX. SANITARY 10" PVC
INV. EL: ±506.15
P112
STA: 2+99.01
INV. EL: 498.62
SS
M
H , R
IM
: 5
.6
SS
P2
IN
V.
IN
: 5
.1
EX
. M
SD
S
SW
R P
IP
E
IN
V.
O U
T:
.0
ST
A:
+4 2.
SS
M
H
SS
M
H , R
IM
: 5
.5
SS
P2
IN
V.
IN
: 5
.5
SS
P2
IN
V.
O U
T:
.4
ST
A:
+8 1.
SS
M
H
21SS
M H
, R
IM
: 5
.0
SS
P2
IN
V.
IN
: 5
.4
SS
P2
IN
V.
IN
: 5
.6
SS
P2
IN
V.
O
U T:
.3
ST
A:
+4
3.
SS
M
H
SS
M
H , R
IM
: 5
.9
SS
P2
IN
V.
IN
: 5
.9
SS
P2
IN
V.
O U
T:
.8
ST
A:
+2 8.
SS
M
H
EX
. M
SD
S
S M
H , R
IM
: 5
.1
SS
P2
IN
V.
O U
T:
.0
ST
A:
0+
.1
SS
M
H
SS
M
H , R
IM
: 5
.5
SS
P2
IN
V.
IN
: 5
.8
SS
P2
IN
V.
O U
T:
.7
ST
A:
+9 1.
SS
M
H
SSP24 38' OF 10" SDR 26 PVC @ 0.52%
SSP23 163' OF 10" SDR 26 PVC @ 0.50%
SSP22 285' OF 10" SDR 26 PVC @ 0.50%
SSP21 161' OF 10" SDR 26 PVC @ 0.50%
SSP20 239' OF 10" SDR 26 PVC @ 0.51%
EX. MSD SSWR PIPE 143' OF 10" SDR 26 PVC @ 1.07%
TO MH 29H3-0147S,
TIE NEW STRUCTURE
TO EX. 10" PVC PIPE
EX
. M
SD
S
S M
H , R
IM
: 5
.1
EX
. M
SD
S
SW
R P
IP
E
IN
V.
IN
: 4
.4
ST
A:
+0 0.
M
SD
-2 9H
3-
S
SSP26 10" PVC
INV. EL: 503.60'
P104
STA: 3+45.21
INV. EL: 505.54
P153
STA: 8+77.61
INV. EL: 502.87
P155
STA: 7+37.98
INV. EL: 506.99
P110
STA: 0+74.71
INV. EL: 502.18
STRUCTURE TABLE
STRUCTURE
NAME
MSD-29H3-0147S
SSMH20
SSMH21
SSMH22
SSMH23
SSMH24
SSMH25
STRUCTURE DETAILS
EX. MSD SS MH, 48" DIA
RIM: 508.10
DEPTH: 8.62
SUMP: 499.48
SS MH, 48" DIA
RIM: 509.68
DEPTH: 8.68
SUMP: 501.00
SS MH, 48" DIA
RIM: 511.57
DEPTH: 9.17
SUMP: 502.40
SS MH, 48" DIA
RIM: 514.01
DEPTH: 10.70
SUMP: 503.31
SS MH, 48" DIA
RIM: 510.93
DEPTH: 6.09
SUMP: 504.84
SS MH, 48" DIA
RIM: 510.50
DEPTH: 4.75
SUMP: 505.75
EX. MSD SS MH, 48" DIA
RIM: 513.10
DEPTH: 7.05
SUMP: 506.05
PIPES IN
EX. MSD SSWR PIPE 10" INV IN = 499.48 N
SSP20 10" INV IN = 501.17 N
SSP21 10" INV IN = 502.50 N
SSP22 10" INV IN = 503.41 N
SSP26 10" INV IN = 503.60 E
SSP23 10" INV IN = 504.94 N
SSP24 10" INV IN = 505.85 NE
PIPES OUT
EX. MSD SSWR PIPE 10" INV OUT = 501.00 S
SSP20 10" INV OUT = 502.40 S
SSP21 10" INV OUT = 503.31 S
SSP22 10" INV OUT = 504.84 S
SSP23 10" INV OUT = 505.75 S
SSP24 10" INV OUT = 506.05 SW
NORTHING
EASTING
N 971500.0 E 880448.4
N 971642.6 E 880442.0
N 971879.7 E 880411.0
N 972040.6 E 880401.7
N 972325.6 E 880391.6
N 972488.0 E 880378.4
N 972516.4 E 880403.5
PIPE TABLE
NAME
EX. MSD SSWR PIPE
SSP20
SSP21
SSP22
SSP23
SSP24
SIZE
10"
10"
10"
10"
10"
10"
LENGTH
142.70'
239.17'
161.11'
285.23'
162.89'
37.98'
SLOPE
1.07%
0.51%
0.50%
0.50%
0.50%
0.52%
MATERIAL
EX. PVC
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
SDR 26 PVC
EX. 10" INV IN = 499.48 E
EX. 10" INV IN = 506.15 N
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
OCTOBER 8, 2025Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
10/08/2025
JTKHJM
SANITARY SEWER PROFILE 3 OF 4
SCALE: 1"=30'1 SANITARY SEWER PLAN 29H3-039S - 29H3-0147S
SCALE: HORIZONTAL 1"=30' / VERTICAL 1"=6'2 SANITARY SEWER PROFILE 29H3-039S - 29H3-0147S
EXISTING GRADE LINE
PROPOSED GRADE LINE
CONNECT EXISTING SANITARY
SEWER LINE TO NEW MANHOLE
STRUCTURE.
CONNECT EXISTING SANITARY
SEWER LINE TO NEW MANHOLE
STRUCTURE.
TIE EXISTING DOWNSTREAM
SANITARY PIPE TO NEW
MANHOLE. CONSTRUCT INVERT
TO TIE TO EXISTING PIPE INVERT.
GRAPHIC SCALE
1" = 30'
30'0 60'15'
SECTION
SECTION
SECTION
SECTION
ADJUST EX.
STRUCTURE TO GRADE
MSD 29H3-039S
PUBLIC SANITARY SEWER NETWORK
KEYNOTES: NOT ALL KEYNOTES USED ON SHEET
1. PROPOSED SANITARY SEWER LINE.
2. PROPOSED WATER LINE.
3. PROPOSED STORM WATER LINE.
4. PROPOSED UNDERGROUND ELECTRIC LINE.
5. PROPOSED UNDERGROUND COMMUNICATION LINE.
XX
GENERAL NOTES:
1. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES. NOTIFY
ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF MODIFICATIONS TO
EXISTING ST. LOUIS MSD STRUCTURES. MODIFICATIONS,
ABANDONMENT, AND REMOVAL OF EXISTING ST. LOUIS MSD
STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.
2. CONTRACTOR TO COORDINATE FINAL SIZING AND MATERIALS OF NEW
PIPE AND STRUCTURES WITH ST. LOUIS METROPOLITAN SEWER
DISTRICT (MSD) REQUIREMENTS. MIN. STRUCTURE SIZE: 4'X4'.
3. PUBLIC (MSD) SANITARY SEWER PIPE AND STRUCTURES TO BE
LOCATED IN NEW 10' WIDE MSD SANITARY SEWER EASEMENT.
MSD UTILITY
EASEMENT
ROAD A
ROAD A
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
NEW MSD SANITARY EASEMENT
NEW MSD SANITARY EASEMENT
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
RIM=508.1 INV=499.9
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
STREET ENDS
AutoCAD SHX Text
WATER LINE FROM PLANS
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
CONC & STONE WALL
AutoCAD SHX Text
CI TP=500.77 FL=495.97
AutoCAD SHX Text
PIN OAK
AutoCAD SHX Text
SEFEROVIC BK 16254, PG 1178 29H610059
AutoCAD SHX Text
SEFEROVIC BK 16254, PG 1178 29H610059
AutoCAD SHX Text B.H.
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
RIM=508.1 INV=499.9
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
STREET ENDS
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
CU203
PL
PL
PL
PL
PL
PL
PL
R O
AD
A
SS
SS
SS
SS
SS
SS
SS
SSSSSS
4+00
5+00
6+00
7+00
SSP26SSMH22
SSMH27
SSMH26
S154 S155
P155
SS
P2
SS
P2
SS
P2
2+48.64
0+00
1+
2+00
SSx
PL
PL
PL
PL
PL
PL
PL
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
ELEVATIO
N
STATION
-0+25 0+00 1+00 2+00 2+75
-0+25 0+00 1+00 2+00 2+75
EX. SANITARY PIPE
INV. EL: ±416.10
SSP21 10" PVC
INV. EL: 503.31'
SS
M
H , R
IM
: 5
.5
SS
P2
IN
V.
IN
: 5
.9
SS
P2
IN
V.
O U
T:
.8
ST
A:
+8 3.
SS
M
H
SS
M
H , R
IM
: 5
.4
SS
P2
IN
V.
O U
T:
.0
ST
A:
+4 8.
SS
M
H
SS
M
H , R
IM
: 5
.0
SS
P2
IN
V.
IN
: 5
.4
SS
P2
IN
V.
IN
: 5
.6
SS
P2
IN
V.
O U
T:
.3
ST
A:
+0 0.
SS
M
H
SSP26 184' OF 10" SDR 26 PVC @ 5.03%
SSP27 65' OF 10" SDR 26 PVC @ 4.78%
STRUCTURE TABLE
STRUCTURE
NAME
SSMH22
SSMH26
SSMH27
STRUCTURE DETAILS
SS MH, 48" DIA
RIM: 514.01
DEPTH: 10.70
SUMP: 503.31
SS MH, 48" DIA
RIM: 520.51
DEPTH: 7.66
SUMP: 512.85
SS MH, 48" DIA
RIM: 520.47
DEPTH: 4.47
SUMP: 516.00
PIPES IN
SSP22 10" INV IN = 503.41 N
SSP26 10" INV IN = 503.60 E
SSP27 10" INV IN = 512.90 N
PIPES OUT
SSP21 10" INV OUT = 503.31 S
SSP26 10" INV OUT = 512.85 W
SSP27 10" INV OUT = 516.00 S
NORTHING
EASTING
N 972040.6 E 880401.7
N 972048.7 E 880585.3
N 972113.4 E 880582.5
PIPE TABLE
NAME
SSP26
SSP27
SIZE
10"
10"
LENGTH
183.80'
64.84'
SLOPE
5.03%
4.78%
MATERIAL
SDR 26 PVC
SDR 26 PVC
EX. 10" INV IN = 516.10 E
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
OCTOBER 8, 2025Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
10/08/2025
JTKHJM
SANITARY SEWER PROFILE 4 OF 4
SCALE: 1"=30'1 SANITARY SEWER PLAN SSMH27 - SSMH22
SCALE: HORIZONTAL 1"=30' / VERTICAL 1"=6'2 SANITARY SEWER PROFILE SSMH27 - SSMH22
EXISTING GRADE
PROPOSED GRADE
CONNECT EXISTING SANITARY
SEWER LINE TO NEW MANHOLE
STRUCTURE.
GRAPHIC SCALE
1" = 30'
30'0 60'15'
SECTION
SECTION
SECTION
SECTION
GENERAL NOTES:
1. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES. NOTIFY
ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF MODIFICATIONS TO
EXISTING ST. LOUIS MSD STRUCTURES. MODIFICATIONS,
ABANDONMENT, AND REMOVAL OF EXISTING ST. LOUIS MSD
STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.
2. CONTRACTOR TO COORDINATE FINAL SIZING AND MATERIALS OF NEW
PIPE AND STRUCTURES WITH ST. LOUIS METROPOLITAN SEWER
DISTRICT (MSD) REQUIREMENTS. MIN. STRUCTURE SIZE: 4'X4'.
3. PUBLIC (MSD) SANITARY SEWER PIPE AND STRUCTURES TO BE
LOCATED IN NEW 10' WIDE MSD SANITARY SEWER EASEMENT.
KEYNOTES: NOT ALL KEYNOTES USED ON SHEET
1. PROPOSED SANITARY SEWER LINE.
2. PROPOSED WATER LINE.
3. PROPOSED STORM WATER LINE.
4. PROPOSED UNDERGROUND ELECTRIC LINE.
5. PROPOSED UNDERGROUND COMMUNICATION LINE.
XX
PUBLIC SANITARY SEWER NETWORK
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
NEW MSD SANITARY EASEMENT
N
EW
M
SD
SAN
ITAR
Y EASEM
EN
T
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text
LEIBACH BK 13229, PG 819 29H330285
AutoCAD SHX Text
FERGUSON BK 7823, PG 754 29H330331
AutoCAD SHX Text
BRADLEY BK 18925, PG 982 29H330373
AutoCAD SHX Text
HRASTICH BK 10315, PG 2152 29H330423
AutoCAD SHX Text
PAUREK BK 18728, PG 1659 29H330461
AutoCAD SHX Text
BOERSCHIG BK 7796, PG 1646 29H330542
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text
CU204
G x
G x
G x
G x
G x
G x
G xG 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
Wx
P1
UE x UE x
UE x
W
W
W
W
W
W
W
W
W
W
W
Wx
W
W
W
W
W
W
W
W
W
W
0+00
1+00
2+
3+
4+
5+
6+
P8
P9
G x
G x
G x
G x
G x
G x
G xG 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
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LO
D
ELEVATIO
N
STATION
Water Main Extension - Sheridan Road 1 of 2
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+75
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+75
8" DIP
8" DIP
8" DIP
8" DIP
8" DIP
8" DIP
8" DIP 8" DIP
8" DIP
8" D
IP
8" DIP
EXISTING GRADE3.5' MIN.
COVER
(TYP.)
STA: 0+75.34
EX. INACTIVE GAS LINE
APPROX. 4' DEPTH
STA: 0+82.56
EX. ACTIVE GAS LINE
75" DEPTH
STA: 0+87.21
EX. ACTIVE GAS LINE
55" DEPTH
STA: 0+93.42
EX. INACTIVE GAS LINE
APPROX. 4' DEPTH
24" MIN.
SEPARATION
(TYP.)
14" PIPE CASING
3.5' MIN.
COVER (TYP.)
STA: 1+30.17
8" IRRIGATION SERVICE
METER VAULT, LINE B
(2) 22.50°
VERTICAL
BENDS
11.25°
VERTICAL
BEND
11.25° VERTICAL
BEND
CONNECTION
TO EXISTING
8" DUCTILE
IRON PIPE
3.5' MIN.
COVER
(TYP.)
11.25° VERTICAL
BEND
PROPOSED GRADE
11.25° VERTICAL
BEND
EXISTING GRADE
PROPOSED GRADE
PHILLIPS 66: 30' WIDE
GAS PIPELINE EASEMENT
STA: 0+50.00
GATE VALVE
ASSEMBLY
8" DIP
BOUNDARY RD. ROADWAY LIMITS
(2) 45°
VERTICAL
BENDS
VALVE (2) VALVES
8" DIP
SHERIDAN RD
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
OCTOBER 8, 2025Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
10/08/2025
VGHJM
WATER LINE EXTENSION 1 OF 3
JACK AND BORE UNDER BOUNDARY ROAD, NEW
8" DUCTILE IRON WATER PIPE W/ 14" CASING.
SEE DETAIL 4/CS504
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
U
GRAPHIC SCALE
1" = 30'
30'0 60'15'
6" DUCTILE IRON PIPE
FIRE AND DOMESTIC
SERVICE MAIN LINE A
30' GAS LINE
EASEMENT
EXISTING 8"
DUCTILE IRON PIPE
EXISTING
HYDRANT
SCALE: 1"=30'1 WATER MAIN PLAN STA 0+00 TO 6+25
SCALE: HORIZONTAL 1"=30' / VERTICAL 1"=6'2 WATER MAIN PROFILE STA 0+00 TO 6+25
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
U
EXISTING GAS LINE
75" DEPTH
EXISTING INACTIVE
GAS LINES
APPROX. 4' DEPTH
STA: 0+50.00
PROPERTY LINE VALVE 8"
GATE VALVE W/ BOX
SEE DETAIL 4/CS502, 5/CS502
UTILITY NOTES
1. WATER SERVICE TAP CONNECTION TO BE INSTALLED BY APPROVED MISSOURI AMERICAN WATER COMPANY CONTRACTOR.
SERVICE INSTALLATION FEES ARE BUILT IN TO WINNING BID CHOSEN BY OWNER. CONTRACTOR TO COORDINATE TAP BID COST
AND INSTALLATION FEES WITH MISSOURI AMERICAN WATER COMPANY.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND O.S.H.A. STANDARDS FOR ALL EXCAVATIONS.
3. MEANS AND METHODS FOR SHORING WORK REQUIRED FOR INSTALLATION OF WATERLINE VAULTS AND APPARATUSES IS THE
CONTRACTORS RESPONSIBILITY.
4. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TAKEN FROM RECORD…
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