S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 5.pdf
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- Jefferson Barracks National Cemetery, Sylvan Springs, Phase 1 Development Federal contract opportunity
- Solicitation number
- 36C10F25R0006
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15" HACKBERRY
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GENERAL NOTES:
1. INSTALL SILT FENCE AROUND THE PERIMETER OF THE DISTURBED AREA BUT
WITHIN THE LIMIT OF DISTURBANCE.
2. NO ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF DISTURBANCE.
3. ALL SEDIMENT BASINS SHALL BE INSPECTED AT MINIMUM ONCE A WEEK OR
WITHIN 24 HOURS OF A RAINFALL EVENT.
4. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH TO
DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL.
5. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE
APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO
LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND
FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD
BE UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF
ANY SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF
THE PROPOSED WORK.
6. FOR INLET PROTECTION, REFER TO DETAILS ON CG501.
7. INSPECT STREETS FOR SEDIMENT TRACKING DAILY. SWEEP STREET IF
NECESSARY. INCREASE SEDIMENT CONTROL AS NEEDED.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PERIMETER CONTROL
AS REQUIRED TO CONTAIN SEDIMENT WITHIN THE CONSTRUCTION LIMITS.
PERIODIC ADJUSTMENTS/REMOVAL OF BMPS/BASINS WILL BE BE NECESSARY
AS CONSTRUCTION PROGRESSES.
9. APPLY TEMPORARY SEEDING TO EXPOSED SOIL AFTER ROUGH/FINISH GRADING
IS COMPLETED OR WHERE NO ACTIVITY WILL OCCUR FOR 15 DAYS.
10. FINAL TURF TO BE SOD: SEE LANDSCAPE PLAN FOR MORE INFORMATION.
KEYNOTES: (NOT ALL KEYNOTES ARE USED ON THIS SHEET)
1. INSTALL SILT FENCE AROUND THE PERIMETER OF THE DISTURBED AREA BUT
WITHIN THE LIMIT OF DISTURBANCE: SEE 1/CG501.
2. INSTALL FIBER ROLLS ON SLOPES 1:4 OR GREATER: SEE 5/CG501.
3. INSTALL CURB INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR
RUNOFF ENTERING STORM DRAINS: SEE 3/CG501.
4. CONSTRUCTION ENTRANCE: SEE 2/CG501.
5. INSTALL TEMPORARY DIVERSION CHANNEL WITH CHECK DAMS (MAINTAIN
POSITIVE DRAINAGE): SEE 3/CG502.
6. EROSION CONTROL BLANKET FOR SLOPES 1:4 OR GREATER.
7. INSTALL SEDIMENT BASIN WITH SKIMMER 6/CG502.
8. INSTALL SLOPE DRAIN W/ DISSIPATER. 1/CG502.
9. INSTALL SILT FENCE OUTLET TO PREVENT RUNOFF PONDING.
10. INSTALL RIP RAP OUTLET PROTECTION AT OUTFALLS OF SKIMMER DRAIN.
4/CG501.
11. INSTALL RIP RAP INLET PROTECTION AT MSD INLET STRUCTURES: 9/CG501.
12. INSTALL INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR RUNOFF
ENTERING STORM DRAINS: SEE 9/CG501.
XX
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TEMPORARY EROSION
CONTROL MEASURES
PROPERTY LINE
LIMIT OF DISTURBANCE
CONSTRUCTION FENCE
SILT FENCE
TREE PROTECTION
TEMPORARY DIVERSION
DITCH
DRAINAGE AREA LIMITS
SKIMMER AND OUTFALL
PIPE
RIP RAP OUTFALL
SLOPE DRAIN
INLET PROTECTION
CONSTRUCTION ENTRANCE
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
EROSION & SEDIMENT CONTROL
PLAN - PHS. 2, SHT. 8 OF 8
JTKHJM
SCALE: 1"=30'1 COMMITTAL SHELTER EROSION & SEDIMENT CONTROL PLAN
TOTAL PROJECT AREA = 39.78 AC
TOTAL DISTURBED AREA = 39.20 AC
TOTAL DRAINAGE AREA = 39.98 AC
KEY MAP
MATCHLINE - SEE SHEET CG116
GRAPHIC SCALE
1" = 30'
30'0 60'15'
N
CG116
CG117
CG113 CG114 CG115
CG110 CG111 CG112
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
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CG117
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GENERAL NOTES:
1. GRADE THE SITE TO DRAIN FREELY.
2. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER UPON DISCOVERY OF
POSSIBLE SINKHOLE CONDITION. REFER TO GEOTECHNICAL REPORT.
3. 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.
4. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS
OTHERWISE NOTED.
5. THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE CONSTRUCTION
SITE FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE
REUSED AS BACKFILL.
6. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH
TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL.
KEYNOTES:
PLPROPERTY LINE
UTILITY EASEMENT
MAJOR CONTOURS
MINOR CONTOURS
SPOT ELEVATION
SLOPE
4" PERFORATED UNDERDRAIN
6" SOLID WALL HDPE
STORMWATER PIPE
SANITARY SEWER PIPE
UG ELECTRICAL
WATER PIPE
TELECOM
FIRE HYDRANT
UE
SS
W
XX%
EL:XXX.XX
SITE LEGEND
SANITARY SEWER MANHOLE
STORMWATER STRUCTURE
STORMWATER MANHOLE
WATER METER VAULT
HYDRODYNAMIC SEPARATOR
CLEAN OUT
LIMIT OF DISTURBANCE
CONSTRUCTION FENCE
LODLOD
CO
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
GRADING & DRAINAGE LAYOUT
GRAPHIC SCALE
1" = 60'
60'0 120'30'
N
MAINTENANCE BUILDING,
STORAGE YARD
GRAVESITE
LOCATOR
KIOSK
EX. ST. LOUIS METROPOLITAN SEWER
DISTRICT; EXISTING STORMWATER PIPE
AND EASEMENT TO REMAIN.
COORDINATE CONSTRUCTION OF NEW
STORMWATER NETWORK TO EXISTING
PIPES AND STRUCTURES.
(LOW POINT) SITE OUTFLOW TO EX.
MSD STORMWATER STRUCTURE,
EX. 5'x10' BOX CULVERT
Scale: 1"=60'3 COLUMBARIUM GRADING & DRAINAGE LAYOUT Scale: 1"=60'2 COMMITTAL SHELTER GRADING & DRAINAGE LAYOUT
Scale: 1"=60'1 SYLVAN SPRINGS GRADING & DRAINAGE LAYOUT
COMMITTAL SHELTER
COLUMBARIUM
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
208A
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
EX. SANITARY LATERAL
FROM COUNTY PARK
FLOW FROM EX. DRAINAGE
CREEK W/ HEADWALL
FLOW FROM EX. DRAINAGE
SYSTEM, SPRINGS, FROM
COUNTY PARK
FLOW FROM EX. DRAINAGE
SYSTEM, FROM COUNTY PARK SITE RUNOFF FROM
COUNTY PARK
EX.MSD SANITARY
SEWER MAIN
EX. INLET STRUCTURES AT
SHERIDAN ROAD
EX. MSD SANITARY
SEWER MAIN:
EX. SANITARY LINE
FROM NEIGHBORING
PROPERTIES
EX. MSD SANITARY
LINE, TO JEFFERSON BARRACKS NATIONAL
CEMETERY SUBJECT OF UPSIZING STUDY
BY MSD. COORDINATE FINAL SIZING WITH
MSD.
NEW UG ELECTRICAL
SERVICE LINE TO
SYLVAN SPRINGS
NEW 6" AND 8" DIP
WATER PIPES TO SYLVAN
SPRINGS
NEW WATER MAIN
EXTENSION UNDER
BOUNDARY RD,
CROSSING PHILLIPS 66
PIPELINE EASEMENT
EX. DRAINAGE CREEK
CONNECT 4" DIP WATER LINE
TO EXISTING AT HYDRANT
NEW 4" DIP
WATER LINE
CONNECT 4" DIP WATER LINE
TO NEW RELOCATED WATER
METER, EX. LINE, EX.HYDRANT
HALSEY ST.
SYLVAN SPRINGS RD.
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
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AutoCAD SHX Text 4'-6"
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IRR
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IRR
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IRR
AutoCAD SHX Text W
AutoCAD SHX Text W
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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
AutoCAD SHX Text
KOZLEN BK 6601, PG 1827 29H610037
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LID 2.21
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26 1/2" DIA.
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CG118
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INV. 504.11
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LOD
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TIE NEW SANITARY PIPE
TO EX. MSD MANHOLE.
GENERAL NOTES:
1. GRADE THE SITE TO DRAIN FREELY.
2. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER UPON DISCOVERY OF
POSSIBLE SINKHOLE CONDITION. REFER TO GEOTECHNICAL REPORT.
3. 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.
4. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS
OTHERWISE NOTED.
5. THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE CONSTRUCTION
SITE FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE
REUSED AS BACKFILL.
6. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH
TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL.
KEYNOTES:
1. DOWNSTREAM DEFENDER HYDRODYNAMIC SEPARATOR:SEE (1/CS505)
2. 4" RIGID PERFORATED HDPE UNDERDRAIN (TYP.) USE WYES AND 45°
BENDS IN LIEU OF TEES AND 90° BENDS, SLOPE TO DRAIN: SEE C1 AND
C4/LS512.
3. 6" RIGID SOLID WALL HDPE. USE WYES AND 45° BENDS IN LIEU OF TEES
AND 90° BENDS. INSTALL AT DEPTH APPROVED FOR TRAFFIC LOADING
UNDER ROADWAY: SEE 9/LC521.
4. ADJUST RIM OF EXISTING MSD STORMWATER MANHOLES AND INLETS TO
PROPOSED GRADES.
5. CONNECT 6" SCH. 80 PVC ROOF DRAIN TO STORMWATER STRUCTURE.
6. CONNECT HDPE UNDERDRAIN TO STORMWATER STRUCTURE: SEE 6/CS507
7. INSTALL ELECTRICAL AND COMMUNICATIONS LINES TO MAINTENANCE
BUILDING, GRAVESITE LOCATOR KIOSK: SEE ELECTRICAL PLANS.
8. ADJUST EXISTING STORMWATER INLET TO NEW GUTTER ELEVATION,
REPLACE GRATE INLET WITH CURB INLET (TYP.): SEE 7/CS506.
9. ADJUST EX. UTILITY VAULTS TO GRADE, MOVE TO LANDSCAPING OR
REPLACE WITH TRAFFIC RATED EQUIVALENT. COORDINATE WITH UTILITY.
10. CONNECT FOUNDATION DRAIN TO STORMWATER STRUCTURE: SEE 6/CS507
11. GRADE DRAINAGE SWALE AT BOTTOM OF SLOPES AS MARKED TO DIRECT
RUNOFF TOWARD STORMWATER STRUCTURES: TYPICAL, 6-INCHES DEEP,
5-FEET WIDE, SLOPE TO DRAIN, SMOOTH TAPER TO FINISHED GRADE.
XX
15" HACKBERRY
15" HACKBERRY
451451
451451
PLPROPERTY LINE
UTILITY EASEMENT
MAJOR CONTOURS
MINOR CONTOURS
SPOT ELEVATION
SLOPE
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
CONSTRUCTION FENCE
UE
SS
W
LODLOD
XX%
EL:XXX.XX
CO
SITE LEGEND
MATCHLINE - SEE SHEET CG122
M
AT
C H
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- S
EE
S
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EE
T C
G
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
GRADING & DRAINAGE PLAN
SHEET 1 OF 8
SECTION
SECTION
SECTION
SECTION
SECTION
KEY MAP
CG125
CG125
CG122 CG123 CG124
CG119 CG120 CG121
GRAPHIC SCALE
1" = 30'
30'0 60'15'
N
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
ST LOUIS MSD EASEMENT
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
ST LOUIS MSD EASEMENT
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text W
AutoCAD SHX Text
SITE BENCHMARK: TOP NUT HYDRANT = 479.10
AutoCAD SHX Text
FOM
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FOM
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FOM
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FOM
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FOM
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FOM
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PP
AutoCAD SHX Text
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AutoCAD SHX Text W
AutoCAD SHX Text
SITE BENCHMARK: TOP NUT HYDRANT = 479.10
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FOM
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LOD
LOD
LODLODLODLODLOD
LOD
LOD
LO
D
LOD
LOD
LODLODLODLOD
LO
D
BMP RESERVE
AREA (TYP.)
BMP
RESERVE
AREA (TYP.)
BMP
RESERVE
AREA (TYP.)
BMP
RESERVE
AREA (TYP.)
TIE EXISTING SANITARY
SEWER PIPE TO NEW
MANHOLE.
SLEEVE PIPE
UNDER ROAD
SLEEVE PIPE
UNDER ROAD
NEW 4" DIP WATER LINE FOR
SYLVAN SPRINGS PARK
15" HACKBERRY
15" HACKBERRY
451451
451451
GENERAL NOTES:
1. GRADE THE SITE TO DRAIN FREELY.
2. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER UPON DISCOVERY OF
POSSIBLE SINKHOLE CONDITION. REFER TO GEOTECHNICAL REPORT.
3. 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.
4. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS
OTHERWISE NOTED.
5. THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE CONSTRUCTION
SITE FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE
REUSED AS BACKFILL.
6. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH
TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL.
KEYNOTES:
1. DOWNSTREAM DEFENDER HYDRODYNAMIC SEPARATOR:SEE (1/CS505)
2. 4" RIGID PERFORATED HDPE UNDERDRAIN (TYP.) USE WYES AND 45°
BENDS IN LIEU OF TEES AND 90° BENDS, SLOPE TO DRAIN: SEE C1 AND
C4/LS512.
3. 6" RIGID SOLID WALL HDPE. USE WYES AND 45° BENDS IN LIEU OF TEES
AND 90° BENDS. INSTALL AT DEPTH APPROVED FOR TRAFFIC LOADING
UNDER ROADWAY: SEE 9/LC521.
4. ADJUST RIM OF EXISTING MSD STORMWATER MANHOLES AND INLETS TO
PROPOSED GRADES.
5. CONNECT 6" SCH. 80 PVC ROOF DRAIN TO STORMWATER STRUCTURE.
6. CONNECT HDPE UNDERDRAIN TO STORMWATER STRUCTURE: SEE 6/CS507
7. INSTALL ELECTRICAL AND COMMUNICATIONS LINES TO MAINTENANCE
BUILDING, GRAVESITE LOCATOR KIOSK: SEE ELECTRICAL PLANS.
8. ADJUST EXISTING STORMWATER INLET TO NEW GUTTER ELEVATION,
REPLACE GRATE INLET WITH CURB INLET (TYP.): SEE 7/CS506.
9. ADJUST EX. UTILITY VAULTS TO GRADE, MOVE TO LANDSCAPING OR
REPLACE WITH TRAFFIC RATED EQUIVALENT. COORDINATE WITH UTILITY.
10. CONNECT FOUNDATION DRAIN TO STORMWATER STRUCTURE: SEE 6/CS507
11. GRADE DRAINAGE SWALE AT BOTTOM OF SLOPES AS MARKED TO DIRECT
RUNOFF TOWARD STORMWATER STRUCTURES: TYPICAL, 6-INCHES DEEP,
5-FEET WIDE, SLOPE TO DRAIN, SMOOTH TAPER TO FINISHED GRADE.
XX
PLPROPERTY LINE
UTILITY EASEMENT
MAJOR CONTOURS
MINOR CONTOURS
SPOT ELEVATION
SLOPE
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
CONSTRUCTION FENCE
UE
SS
W
LODLOD
XX%
EL:XXX.XX
CO
SITE LEGEND
MATCHLINE - SEE SHEET CG123
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
G
MA
TC
HL
IN
E
- S
EE
S
HE
ET
C G1
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
GRADING & DRAINAGE PLAN
SHEET 2 OF 8
SECTION
208A
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
KEY MAP
CG125
CG125
CG122 CG123 CG124
CG119 CG120 CG121
GRAPHIC SCALE
1" = 30'
30'0 60'15'
N
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
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ST LOUIS MSD
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EASEMENT
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SITE BENCHMARK: TOP NUT HYDRANT = 479.10
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.26
7.5
6.
6.
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LO
D
LO
D
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D
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D
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D
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D
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D
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D
LO
D
LO
D
LOD
LOD
LO
D
LODLOD
LOD
1 3
BMP
RESERVE
AREA (TYP.)
TIE EX. SANITARY PIPE TO NEW MANHOLE.
COORDINATE SIZING OF NEW SANITARY SEWER
PIPE WITH METROPOLITAN SEWER DISTRICT.
TIE EXISTING MSD SANITARY SEWER PIPE
TO NEW STRUCTURE
EXISTING (ABANDONED)
WATER MAIN, DEMO TO LOD
NEW 4" DIP WATER LINE FOR
SYLVAN SPRINGS PARK
GENERAL NOTES:
1. GRADE THE SITE TO DRAIN FREELY.
2. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER UPON DISCOVERY OF
POSSIBLE SINKHOLE CONDITION. REFER TO GEOTECHNICAL REPORT.
3. 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.
4. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS
OTHERWISE NOTED.
5. THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE CONSTRUCTION
SITE FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE
REUSED AS BACKFILL.
6. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH
TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL.
KEYNOTES:
1. DOWNSTREAM DEFENDER HYDRODYNAMIC SEPARATOR:SEE (1/CS505)
2. 4" RIGID PERFORATED HDPE UNDERDRAIN (TYP.) USE WYES AND 45°
BENDS IN LIEU OF TEES AND 90° BENDS, SLOPE TO DRAIN: SEE C1 AND
C4/LS512.
3. 6" RIGID SOLID WALL HDPE. USE WYES AND 45° BENDS IN LIEU OF TEES
AND 90° BENDS. INSTALL AT DEPTH APPROVED FOR TRAFFIC LOADING
UNDER ROADWAY: SEE 9/LC521.
4. ADJUST RIM OF EXISTING MSD STORMWATER MANHOLES AND INLETS TO
PROPOSED GRADES.
5. CONNECT 6" SCH. 80 PVC ROOF DRAIN TO STORMWATER STRUCTURE.
6. CONNECT HDPE UNDERDRAIN TO STORMWATER STRUCTURE: SEE 6/CS507
7. INSTALL ELECTRICAL AND COMMUNICATIONS LINES TO MAINTENANCE
BUILDING, GRAVESITE LOCATOR KIOSK: SEE ELECTRICAL PLANS.
8. ADJUST EXISTING STORMWATER INLET TO NEW GUTTER ELEVATION,
REPLACE GRATE INLET WITH CURB INLET (TYP.): SEE 7/CS506.
9. ADJUST EX. UTILITY VAULTS TO GRADE, MOVE TO LANDSCAPING OR
REPLACE WITH TRAFFIC RATED EQUIVALENT. COORDINATE WITH UTILITY.
10. CONNECT FOUNDATION DRAIN TO STORMWATER STRUCTURE: SEE 6/CS507
11. GRADE DRAINAGE SWALE AT BOTTOM OF SLOPES AS MARKED TO DIRECT
RUNOFF TOWARD STORMWATER STRUCTURES: TYPICAL, 6-INCHES DEEP,
5-FEET WIDE, SLOPE TO DRAIN, SMOOTH TAPER TO FINISHED GRADE.
XX
15" HACKBERRY
15" HACKBERRY
451451
451451
PLPROPERTY LINE
UTILITY EASEMENT
MAJOR CONTOURS
MINOR CONTOURS
SPOT ELEVATION
SLOPE
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
CONSTRUCTION FENCE
UE
SS
W
LODLOD
XX%
EL:XXX.XX
CO
SITE LEGEND
MATCHLINE - SEE SHEET CG124
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
GRADING & DRAINAGE PLAN
SHEET 3 OF 8
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
G
SECTION
SECTION
SECTION
KEY MAP
CG125
CG125
CG122 CG123 CG124
CG119 CG120 CG121
GRAPHIC SCALE
1" = 30'
30'0 60'15'
N
Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4
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10" PVC
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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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FERGUSON BK 7823, PG 754 29H330331
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BRADLEY BK 18925, PG 982 29H330373
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HRASTICH BK 10315, PG 2152 29H330423
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PAUREK BK 18728, PG 1659 29H330461
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BOERSCHIG BK 7796, PG 1646 29H330542
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SWARTZ BK 13735, PG 113 29H330607
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ALLIANCE REALTY BK 18509, PG 1752 29H330681
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SEFEROVIC BK 16254, PG 1178 29H610059
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SLOVACEK BK 17637, PG 191 29H330241
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LEIBACH BK 13229, PG 819 29H330285
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FERGUSON BK 7823, PG 754 29H330331
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BRADLEY BK 18925, PG 982 29H330373
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HRASTICH BK 10315, PG 2152 29H330423
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PAUREK BK 18728, PG 1659 29H330461
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BOERSCHIG BK 7796, PG 1646 29H330542
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SWARTZ BK 13735, PG 113 29H330607
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ALLIANCE REALTY BK 18509, PG 1752 29H330681
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SEFEROVIC BK 16254, PG 1178 29H610059
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SITE BENCHMARK: TOP NUT HYDRANT = 479.10
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UE x UE x
UE x UE x
UE x UE x UE x
PL
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W x
W x
Wx
W x
SDx
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
OMAR BRADLEY DR
OMAR BRADLEY DR
G x
G x
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UE x UE x
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PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
OMAR BRADLEY DR
OMAR BRADLEY DR
PL
IN
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V.
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IN
V.
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2%
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495.90 49 1.
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6.8
508.40 50 8.3
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(3 0')
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NEW 8" (IRRIGATION) AND 6"
(BUILDING AND FIRE HYDRANT) DIP
WATER SERVICE LINE.
NEW UG ELECTRICAL SERVICE LINE.
CONTRACTOR TO INSTALL CONDUIT
AND COORDINATE WORK WITH
UTILITY.
NEW UG ELECTRICAL VAULT.
CONTRACTOR TO INSTALL
CONDUIT AND VAULT AND
COORDINATE WORK WITH
UTILITY.
NEW UG ELECTRICAL SERVICE LINE
TIE TO EXISTING OH ELECTRICAL
SERVICE AT POLE. CONTRACTOR TO
INSTALL CONDUIT AND COORDINATE
WORK WITH UTILITY.
GENERAL NOTES:
1. GRADE THE SITE TO DRAIN FREELY.
2. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER UPON DISCOVERY OF
POSSIBLE SINKHOLE CONDITION. REFER TO GEOTECHNICAL REPORT.
3. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES.
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