VA 854-042 - JBNC Phase 1 Drawings 2.0 60-70.pdf

PDF 17 MB Posted Nov 26, 2025

Attached to: Jefferson Barracks National Cemetery, Sylvan Springs, Phase 1 Development Federal contract opportunity
Solicitation number: 36C10F25R0006
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

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File	Type	Posted
S06 36C10F25R0006 0007.pdf	PDF	Dec 17, 2025
S06 36C10F25R0006 0006.pdf	PDF	Dec 4, 2025
VA 854-042 - JBNC Phase 1 - RFI Master List.xlsx	XLSX spreadsheet	Nov 26, 2025
VA 852-042 - JBNC Phase 1 - Design Narrative.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 30-46.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 102-130.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 131-135.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 165-195.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 227-232.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 233-239.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 276-294.pdf	PDF	Nov 26, 2025
S06 36C10F25R0006 0005.pdf	PDF	Nov 26, 2025
VA 852-042 - JBNC Phase 1 - Specifications Vol. 1 2.0.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 1-14.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 82-93.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 136-148.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 240-244.pdf	PDF	Nov 26, 2025
VA 852-042 - JBNC Phase 1 - Specifications Vol. 2 2.0.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 15-29.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 94-101.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 196-215.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 216-220.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 221-226.pdf	PDF	Nov 26, 2025
VA 854-042 - JBNC Phase 1 Drawings 2.0 266-275.pdf	PDF	Nov 26, 2025
S06 36C10F25R0006 0004.pdf	PDF	Nov 6, 2025
S02 36C10F25R0006 0003.pdf	PDF	Oct 23, 2025
S06 36C10F25R0006 0002.pdf	PDF	Sep 18, 2025
S06 36C10F25R0006 0001.pdf	PDF	Sep 3, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 2.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 6.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 16.pdf	PDF	Aug 7, 2025
S02 ATTACH VAAR 852.219-75 CERTIFICATE OF COMPLIANCE.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 1.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 5.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 7.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 9.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 10.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 12.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 13.pdf	PDF	Aug 7, 2025
S02 ATTACH Pre-Proposal Inquiry Form 36C10F25R0006.docx	DOCX document	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 3.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 8.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 11.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 14.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 17.pdf	PDF	Aug 7, 2025
S02 ATTACH Wage Determination St.Louis, MO - Heavy and Highway.pdf	PDF	Aug 7, 2025
S02 ATTACH Wage Determination St.Louis, MO - Building.pdf	PDF	Aug 7, 2025
S02 36C10F25R0006 Final.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC Phase 1 - Specifications Vol 1.pdf	PDF	Aug 7, 2025
S02 ATTACH VA 852-042 - JBNC Phase 1 - Specifications Vol 2.pdf	PDF	Aug 7, 2025

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SDx

UC x UC x UC x

UC x UC x

UC xUC x UC x UC x UC x UC x UC x

UC x

UC xSS x

G x

UE x

UE x UE x

UE x UE x UE x UE x UE x

PL PL PL PL PL PL PL

Wx Wx

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Wx Wx

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SDxSDx SDxSDx

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PL PL PL PL 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 RD

R O

ROAD A

R O

ROAD A

JEFFERSON BLVD

R O

ROAD A

R O

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509 SS

UE x

W W

W W W W W

W W

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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

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

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

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

GRADING & DRAINAGE LAYOUT

JTKHJM

GRAPHIC SCALE

1" = 60'

60'0 120'30'

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

208A

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.

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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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HINSON BK 10335, PG 109 29H330197

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SLOVACEK BK 17637, PG 191 29H330241

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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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ROAD A

INV. 504.11

INV. 502.70

INV. 501.04

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V. 5

.80

V. 5

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V. 4

.78

INV. 4

98.35

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.18

INV. 502.42

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V. 4

.72

INV. 499.40

EX-MSD-P1

EX-MSD-P2

P37

P36

P41

P33

-25.0%

P34

CO 514.06

INV. 506.16

CO 51

0.1

V. 5

.26

EX-PRK-P1

-25.0%

HP:514.33

-2.0%

-2 .0

-2

-2 .0

-3.

-3 .0%

-3.

-3 .0%

-3.

-3.0%

-25.0%

-17 .5%

-2 1.

-1 5.

-2 5.

-3.4%

-3 .0%-2

-3.0%

-3.4%

-3.

MSD 29H3-108D

MSD 29H3-109D

S37

S36

S35

S14

S68

S40

S41

MSD 29H3-110D

EX. HEADWALL

S33

S34

P35

CO 504.92

INV. 497.02

CO 506.52

INV. 498.62

CO 508.11

INV. 500.21

CO 509.70

INV. 501.80

CO 511.27

INV. 503.37

CO 512.65

INV. 504.75

CO 513.33

INV. 505.43

CO 511.30

INV. 503.40

CO 509.23

INV. 501.33

CO 50

5.8

V. 4

.94

CO 50

7.0

V. 4

.16

CO 50

8.5

V. 5

.65

CO 51

1.7

V. 5

.88

3CO 512.50

INV. 504.60

CO 51

3.0

V. 5

.11

INV. 496.82

INV. 497.37 49

496497

499501

491492493494496497498499 501502503

504 504

ILL

(3 0')

ILL

(3 0')

510.00

513.80

514.51

513.15

511.64

509.93

507.05

4.7

513.70

513.00

512.03

511.13

492.36

4.1

483.08

511.00

513.84

513.82

511.22 510.91

2.2

1.2

510.11

513.36 513.34

512.11

2.9

514.90

483.40

484.37

483.69

507.52

5.8

510.63

510.52

509.07

508.97

511.90

512.26

510.77

513.76

512.51

513.53

511.63

510.25

508.71

507.17

505.73

511.73

514.00

511.79

510.28

510.16

508.78

507.19

505.68

513.19

3.1

2.1

513.22

510.03

512.30

505.97

510.46

9.7

1.1

512.86

514.03

509.10

482.43

482.56

483.64 484.46

484.33

485.17

486.28

487.10 488.38

485.31

486.11

486.98

513.75

514.52

490.43

2.0

3.5

8 49 3.4

5.2

7.4

508.58

510.75

508.02

S10

S13

UNDAR

INV. 497.06

LOD

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.

15" HACKBERRY

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

LODLOD

XX%

EL:XXX.XX

SITE LEGEND

MATCHLINE - SEE SHEET CG122

C H

- S

T C

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

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

GRADING & DRAINAGE PLAN

SHEET 1 OF 8

SECTION

KEY MAP

CG125

CG122 CG123 CG124

CG119 CG120 CG121

GRAPHIC SCALE

1" = 30'

30'0 60'15'

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

60" RCP

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60" RCP

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ST LOUIS MSD EASEMENT

AutoCAD SHX Text

8" VCP

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60" RCP

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60" RCP

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ST LOUIS MSD EASEMENT

AutoCAD SHX Text

AutoCAD SHX Text W

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SITE BENCHMARK: TOP NUT HYDRANT = 479.10

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SITE BENCHMARK: TOP NUT HYDRANT = 479.10

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CG119

SSx SSx

SSx

PL PL PL PL PL PL PL PL PL

PL PL PL PL PL PL PL PL PL PL

SSx SSx

SSx

PL PL PL PL PL PL PL PL PL

PL PL PL PL PL PL PL PL PL PL

3.6

R O

ROAD A

R O

ROAD A

INV. 476.45

INV. 472.20

V. 4

.18

INV. 473.93 INV. 472.83 INV. 472.14

INV. 470.33

INV. 468.92

INV. 468.15

INV. 474.39

INV. 478.70

6.6

4.5

V. 4

.72

EX-MSD-P3

EX-MSD-P4

-M

-P

-M

-P

P150

P133

P12

P68

P70

P132

P130

P33

P32

P39

P151

P72

P85

P87

CO 48

7.6

9.7

CO CO CO

CO 485.43

INV. 477.53CO 483.73

INV. 475.83

CO 482.00

INV. 474.10

CO 487.60

INV. 479.70

COCOCO

COCO CO

EX-PRK-P1

-25.0%

-2 5.

486.70

480.18

-3.0%

-2 .5

-2 .1

-2 .0

-2 .1

-2 .0

-1 .8

% -1 .8

-5.1%

-4.

-17 .5%

-2 5.

-3.4%

-2.0%

-2.0% -2.0%

-2.0%

-2.5%

-7.5%

-2 5.

-25.0%

-3.0%

-1 .8

-3.4%

-3.0%

-1 .8

-2.0% -1.0%-1.0%

-10.1%

-3.0%

MSD 29H3-111D

MSD 29H3-112D

S64

S39

S85

S83

S156

S150

S131

S138

S84

S139

S123

S68

S72

S71

S40

S32

S70

S82

S30

S87

EX-PRK-S11

S86

S125

S122

S130

EX-MSD-JB4

S31

S38

MSD 29H3-110D

S63

S62

EX. HEADWALL

S33

S135

S134

P135

P134

S133

EX-MSD-P4

-M

-P

EX-MSD-P5

EX-PRK-P2

EX-PRK-P11

-P

R K-

P30

CO 48

6.6

8.7

CO 48

5.1

7.2

CO 48

4.0

6.1

CO 48

1.7

3.8

CO 486.58

INV. 478.68

CO 48

6.9

V. 4

.03

CO 48

5.5

V. 4

.68

CO 48

4.1

V. 4

.26

CO 48

2.5

V. 4

.66

CO 48

0.9

V. 4

.01

CO 478.63

INV. 470.73

CO 477.33

INV. 469.43

CO 476.09

INV. 468.19

2.9

INV. 471.70

0 50

475476 477478 479480

481482

S126

CO CO

-2 .1

480.41

INV. 469.15

0.3

486.34

492.36

485.15

482.11

2.5

483.05

488.56

482.24 487.84

487.19

480.49

486.55

481.82

483.43

480.50478.16

481.76

5.3

485.98

484.37

479.30

478.09

482.53

483.81

484.44

485.54 484.23

485.40

486.64

481.39

480.02

479.01 479.25

477.61

485.72

2.1

482.84

3.0

487.89 487.28

0.4

486.59

485.63

482.24

2.1

489.97

76 485.29

9.6

488.86

0.1

2.2

487.07

475.62

475.36

6.5

6.4

483.64 484.46

484.33 485.17

486.28

487.10 488.38

485.31

486.11 486.98

479.70

0.7

481.91

483.45

480.65

1.8

3.1

477.40

480.50

0.5

484.37

485.77

486.52

486.55

487.36

487.16

487.85

487.90

8.5

490.43

488.13

485.07

484.06

6.6

8.5

1.0

2.0

3.5

8.4

0.2

1.0

2.0

3.4

4.7

1 484.53

3.7

3.6

2.7

8 482.71

1.8

3 481.76

481.01

0.9

1.8

1.7

482.58 48 2.5

483.30

3.2

4.0

480.06

0.8

2.0

2.2

2.5

0.9

481.67

481.53

2.6

483.04

6.5

6.9

4.1

2.8

00 480.99

479.76

479.22

477.01 476.94

475.73

475.66

481.49

482.54

-7.5%

S136

P136

R O

S140

S127

P139

S124

P124

S88

S121P122

S120 P121

P120 S20

S137

S132

S73

S65

S67

P67

S109 P1

HDS4-07

07-P1

07-P2

HDS4-08

-P

08-P2

HDS4-06

06-P1

06-P2

HDS4-09

09-P1

09-P2

HDS4-10

P31

P86

INV. 471.50

EX-PRK-S20

W W W W W W W W

-1 .8

P123

S89

HEADWALL

S86A

-P

R K-

S66

INV. 473.53

8.8

INV. 472.78

INV. 472.08

4.2

INV. 469.85

CO 479.73

INV. 471.83

CO 480.51

INV. 472.61

LOD

LODLODLODLODLOD

LOD

LODLODLODLOD

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

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.

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

LODLOD

XX%

EL:XXX.XX

SITE LEGEND

MATCHLINE - SEE SHEET CG123

C H

- S

T C

- S

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

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

GRADING & DRAINAGE PLAN

SHEET 2 OF 8

SECTION

208A

SECTION

KEY MAP

CG125

CG122 CG123 CG124

CG119 CG120 CG121

GRAPHIC SCALE

1" = 30'

30'0 60'15'

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ST LOUIS MSD

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EASEMENT

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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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CG120

W x

SSx

PL PL PL PL PL PL PL

W x

SSx

PL PL PL PL PL PL PL

R O

SSSSSS

P15

P152

P151

6.0

V. 5

.48

CO 48

7.6

9.7

CO 485.43

INV. 477.53

CO 487.60

INV. 479.70

-25.0%

-3.0%

-2.9%

-7.5%

-25.0%

-3.0%

-2.9%

-3.0%

-2.9%-1.6%

-25.0%

S112

S156

S150

S111

S152

-2.9%

-3.0%

S154 S155

P155

CO 511.10

INV. 503.20

CO 513.65

INV. 505.75

CO 514.70

INV. 506.80

CO 515.76

INV. 507.86

CO 51

7.6

V. 5

.78

CO 516.52

INV. 508.62

CO 513.59

INV. 505.69

CO 515.38

INV. 507.48

CO 517.54

INV. 509.64

CO 51

6.7

V. 5

.83

CO 48

6.6

8.7

CO 48

5.1

7.2

CO 486.58

INV. 478.68

V. 5

.09

3.1

V. 5

.12

INV. 504.40

5.2

INV. 506.52 IN

V. 5

.32

V. 5

.16

V. 5

.02

CO 509.26

INV. 501.36

516 517

0 50

510.84

510.87 512.30

488.56

487.84

487.19

486.55

5.6

512.14

6.2

516.20

512.45

512.38

6.8

513.24 513.19

513.88 513.84

7.5

517.52

518.22514.42

8.1

4.4

7.5

514.15

3.5

513.59

2.8

512.89

5.6

2.2

3 51 5.2

4.5

6511.56

511.59

3.9

3.6

3.0

513.06

2.4

485.72

487.89 487.28

486.59

485.63

488.86

9.7

484.37

485.77

486.52

486.55

487.36

487.16

487.85

487.90

8.5

S153

P153

P104

HDS4-10

10-P1

-P

W W W W W W W

S151

INV. 5

03.75

INV. 504.51

INV. 505.03

INV. 505.46

INV. 506.58

INV. 506.82

INV. 508.75

CO 512.69

INV. 504.79

CO IN

V. 5

.26

7.5

LOD

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.

15" HACKBERRY

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

LODLOD

XX%

EL:XXX.XX

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

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

GRADING & DRAINAGE PLAN

SHEET 3 OF 8

C H

- S

T C

SECTION

KEY MAP

CG125

CG122 CG123 CG124

CG119 CG120 CG121

GRAPHIC SCALE

1" = 30'

30'0 60'15'

AutoCAD SHX Text

AutoCAD SHX Text W

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10" PVC

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AutoCAD SHX…

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File details come from the government source that posted it. Updated Nov 26, 2025.