VA 854-042 - JBNC Phase 1 Drawings 2.0 94-101.pdf

UE x

U E x

Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx

Gx

PL PL PL PL PL PL PL PL PL PL PL PL

UE x

U E x

Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx

Gx

PL PL PL PL PL PL PL PL PL PL PL PL

SHERIDAN RD

R O

AD

B

R O

AD

D

ROAD A

FFE: 477.81

-2 .5

-2 .5

-2 .5

-2 .5

-8.0%

-2.5%

-2.5%

-2 .0

-1 .4

% -1 .4

% -1 .4

-2.5%

-2 .0

-2.5%

-1 .8

-1 .8

-5.1%

-4.

7%

-25.0%

-2.5%

-2.5%

-25.0%

-1 .8

-3.0%

-3.0%

-3.0%

-2.0%

-1.0%-1.0%

-2 5.

0%

-25.0%

-2 5.

0%

490 491 492 493

479478

-1 .8

LOD LOD

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

48.00'

34.00'

44.69'

39.65'

124.91'

161.12'

121.38'

66.02'

45.32'

29.15'

28.79'

.5

7'

18'

12.00'

11' 5'

5'

PROPOSED IRRIGATION CONTROL AND

EQUIPMENT VAULT, IRRIGATION EQUIPMENT

CONNECTION TO 8" WATER PIPE EXTENSION.

SEE IRRIGATION PLANS FOR MORE

INFORMATION.

8" WATER

LINE VALVE

6" WATER

LINE VALVE

ROAD A

-2 .1

-2 .1

-2 .0

-2 .1

-2 .0

-2 .0

-3.0%

-7.5%

R O

AD

B

KEYNOTES: NOT ALL KEYNOTES USED ON SHEET

1. CONSTRUCT ASPHALT ROADWAY: 1/CS501.

2. CONSTRUCT MOUNTABLE CURB AND GUTTER: 6/CS501.

3. CONSTRUCT CONCRETE SIDEWALK. 3/CS501.

4. CONSTRUCT 5 FT, VINYL COATED CHAIN LINK FENCE: SEE 1/LC532.

5. MOW STRIP: SEE 5/LC532.

6. CONSTRUCT NEW ASPHALT LANE (ROAD WIDENING): SEE 1/CS501.

7. MILL AND REPLACE SHERIDAN ROAD: SEE 1 AND 2/CS501, CP209.

8. INSTALL FIRE HYDRANT: SEE 5/CS504.

9. INSTALL CONCRETE TRANSFORMER PAD/VAULT: SEE ELEC. PLANS

10. CONSTRUCT FLOWER WATERING STATION: 1/LS503.

11. CONSTRUCT GRAVE SITE LOCATOR: SEE GC404.

12. CONSTRUCT CONCRETE MAINTENANCE YARD. 12/CS501.

13. CONSTRUCT MAINTENANCE BUILDING: SEE GC405.

14. CONSTRUCT MATERIAL STORAGE BUILDING: SEE CG405.

15. CONSTRUCT COLUMBARIUM: SEE GC 400.

16. CONSTRUCT COMMITTAL SHELTER: SEE GC403.

17. CONSTRUCT DECORATIVE WALL: SEE GC403.

18. CONSTRUCT RETAINING WALL: SEE SHEETS CI001-CI505.

19. INSTALL ADA CURB RAMP (TYP.): SEE 12/LC524.

20. CONSTRUCT SWING GATE/FENCE WITH COLUMNS: SEE 9/LC531.

21. INSTALL VINYL COATED CHAIN LINK SWING GATE: SEE 2/LC532.

22. INSTALL VINYL COATED CHAIN LINK FENCE ROLL GATE: SEE 4/LC532.

23. CONSTRUCT 8 FT SECURITY CHAIN LINK FENCE, BLACK, VINYL

COATED: SEE 3/LC532.

24. GRAVEL ACCESSES ROAD: SEE 5/CS501.

25. INSTALL BOLLARDS BETWEEN GARAGE DOORS: SEE20/AB-505.

26. INSTALL MECHANICAL PAD: SEE 13/CS501.

27. CONSTRUCT FLUSH CURB: SEE 7/CS501.

28. CONSTRUCT VALLEY GUTTER: SEE 8/CS501.

29. CONSTRUCT VERTICAL CURB AND GUTTER: SEE 9/CS501

30. CONSTRUCT CONCRETE CURB TRANSITION: SEE 10,11/CS501

31. INSTALL CONCRETE ADA TACTILE DOME PAVERS (TYP.): SEE 4/CS508

XX

GENERAL NOTES:

1. GRADE THE SITE TO DRAIN FREELY.

2. ADJUST RIMS OF EXISTING MANHOLES TO PROPOSED GRADES.

NOTIFY ST. LOUIS MSD PRIOR TO AND AT COMPLETION OF

MODIFICATION TO EXISTING ST. LOUIS MSD STRUCTURES.

MODIFICATIONS, ABANDONMENT AND REMOVAL OF EXISTING

STRUCTURES TO BE PERFORMED PER ST. LOUIS MSD STANDARDS.

3. SUBGRADE FOR CRYPT FIELD TO MIRROR FINISHED GRADES UNLESS

OTHERWISE NOTED.

4. THERE ARE NO STORAGE AREAS OUTSIDE THE CONSTRUCTION SITE

FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE

REUSED AS BACKFILL. CONTRACTOR TO LOCATE SUITABLE PLACE ON

SITE IF NEEDED.

5. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON

WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL

OR TOPSOIL.

SITE LEGEND

GRAVEL

CONCRETE PAVEMENT

ASPHALT PAVEMENT

MILL AND REPLACE

PROPERTY LINE

UTILITY EASMEANT

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORMWATER STRUCTURE

STORMWATER MANHOLE

WATER METER

HYDRODYNAMIC SEPARATOR

SITE FEATURES

HANDICAP PARKING

FLOWERING WATERING

STATION

PERIMETER FENCE AND WALL

GRAVE SITE MARKER

SIGN

xxxxx

PL

15" HACKBERRY

15" HACKBERRY

451451

451451

0 50

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

CIVIL SITE PLAN

SHEET 11 OF 11

JTKHJM

Scale: 1"=20'1 SITE PLAN AT MAINTENANCE YARD AND LOCATOR KIOSK

Scale: 1"=20'2 SITE PLAN AT RETAINING WALL

N

GRAPHIC SCALE

1" = 20'

20'0 40'10'

CONDENSATE

DRAIN, DAYLIGHT

ADA ACCESSIBLE

FLUSH CURB

KEY MAP

CS107

CS108

CS104 CS106

CS101

CS111

CS103

MAINTENANCE BUILDING

FFE: 477.81

22.00'

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MILL THE 12"

OUTSIDE PERIMETER AT

2" DEPTH FOR A

MOISTURE BARRIER LIP

TACK COAT (SS-1H)

@ 0.05 GAL/SY

BETWEEN LIFTS

NOTES:

1. ASPHALT BINDER SHALL BE 70-16.

2. ENSURE THAT CONSTRUCTION METHODS AND MATERIALS ARE COMPLIANT WITH

THE STANDARDS OF ST. LOUIS COUNTY DEPARTMENT OF TRANSPORTATION.

Scale: NTS

ASPHALT PAVEMENT DETAIL (TYPICAL)1

2" TYPE "C" ASPHALT SURFACE COURSE

3" ASPHALT BINDER COURSE

10" AGGREGATE BASE

COURSE, MODOT TYPE 5

AGGREGATE, COMPACTED TO

MINIMUM 98% DRY DENSITY

12" COMPACTED (IN FILL) OR SCARIFIED AND

RE-COMPACTED (IN CUT) SUBGRADE. IF HIGH

PLASTICITY SOILS ENCOUNTERED UNDER

ROADWAY, REPLACE UPPER 12 INCHES WITH

ENGINEERED/LOW PLASTICITY SOIL, COMPACT.

Scale: NTS

ASPHALT ABUTMENT DETAIL (TYPICAL)2

SAWCUT EXISTING ASPHALT FULL DEPTH

TACK COAT

(SS-1H)

CONCRETE CURB

& GUTTER

REFER TO ASPHALT

PAVEMENT DETAIL

(3) #4 REBAR CONT.

4" AGGREGATE BASE COURSE

95% COMPACTION

FINISH GRADE

NOTES:

1. DETAIL ONLY USED FOR CURB AND GUTTER AT SHERIDAN ROAD.

2. MIN. 4000 PSI CONCRETE.

3. PROVIDE EXPANSION JOINTS @ 50'-0" O.C. NON-EXPANDING EXTRUDED EXP. JOINT MATERIAL.

4. PROVIDE TOOLED CONTROL JOINTS @ 10'-0" O.C.

5. TIE BACK TO EXISTING W/ LUBRICATED EPOXY COATED #4 DOWEL BAR.

6"

6"

32" (TYP.)

MATCH EXISTING

Scale: NTS

VERTICAL CURB AND GUTTER (TYPICAL)9

1/4" 3/8"

1/4" R

JOINT SEALANT

CONTROL JOINT EXPANSION JOINT

XXXXXXXXXXX

Scale: NTS

(LIGHT DUTY) CONCRETE WALK DETAIL (TYPICAL)3

5" 6"

2" M

IN

CIP CONCRETE

MEDIUM BROOM FINISH

SWEEP PERPENDICULAR TO

DIRECTION OF TRAFFIC

6x6-W1.4xW1.4 WWF, USE CHAIRS TO SUPPORT WWF

(TYPE 5) AGGREGATE BASE

4" COMPACTED SUBGRADE 95%

Scale: NTS

CONCRETE JOINTING DETAIL (TYPICAL)4

PREMOULDED EXPANSION

JOINT FILLER

R=1"

R=2"

12"

1'-4"

10' 2'

2%

10'

2%

2'

1'1' PROFILE

LOCATION

MOUNTABLE CURB

5' SHOULDER

(SLOPE VARIES)

Scale: NTS

ROADWAY SECTION 1 (TYPICAL)14

FROM STA 00+00.00 TO 42+05.44 (ROAD A)

FROM STA 00+00.00 TO 03+14.90 (ROAD B)

FROM STA 05+05.03 TO 05+41+14 (ROAD B)

FROM STA 00+00.00 TO 05+37.76 (ROAD C)

FROM STA 00+00.00 TO 01+90.11 (ROAD D)

FROM STA 34+36.42 TO 00+67.83 (ROAD D1)

FROM STA 00+00.00 TO 13+78.00 (SHERIDAN RD)

5' SHOULDER

(SLOPE VARIES)

MOUNTABLE CURB

Scale: NTS

ROADWAY SECTION 3 (TYPICAL)16

4000 PSI CAST IN PLACE CONCRETE

REFER TO

PAVEMENT DETAIL

4" AGGREGATE BASE COURSE

95% COMPACTION

CONCRETE WALK

2% MAX CROSSSLOPE

NOTES:

1. MIN. 4000 PSI CONCRETE.

2. PROVIDE EXPANSION JOINTS @ 50'-0" O.C. NON-EXPANDING EXTRUDED EXP. JOINT MATERIAL.

3. PROVIDE TOOLED CONTROL JOINTS @ 10'-0" O.C.

4. MATCH LOCATION OF JOINTS WITH ADJACENT CONCRETE WALK.

24"

Scale: NTS

FLUSH CURB (TYPICAL)7

R=1/4" (BOTH SIDES)

12"

EXPANSION JOINT

COMPACTED SUBGRADE

95% COMPACTION

Scale: NTS

GRAVEL PATH SECTION (TYPICAL)5

6" M

IN

COMPACTED

AGGREGATE

COMPACTED SUBGRADE

TOP 12" COMPACTED TO 98%

FILL BENEATH COMPACTED TO 95%

1/2" RADIUS

3 - #4 REBAR CONT.

4" AGGREGATE BASE COURSE

95% COMPACTION

10"

24"

Scale: NTS

VALLEY GUTTER (TYPICAL)8

12"

1" BATTER

NOTES:

1. MIN. 4000 PSI CONCRETE.

2. 1/4" RADIUS EDGES.

3. PROVIDE EXPANSION JOINTS @ 50'-0" O.C. NON-EXPANDING EXTRUDED EXP. JOINT MATERIAL.

4. PROVIDE TOOLED 1-1/4" CONTROL JOINT @ DISTANCE MATCHING WIDTH OF WALK.

NOTES:

1. MIN. 4000 PSI CONCRETE.

2. PROVIDE EXPANSION JOINTS @ 50'-0" O.C. NON-EXPANDING

EXTRUDED EXP. JOINT MATERIAL.

3. PROVIDE TOOLED CONTROL JOINTS @ 10'-0" O.C.

EXISTING

ASPHALT

2%

PRIME COAT (MC-30)

@ 0.05 GAL/SY

24"

8"

1/4" R

1/4 " R

7"

2 - #4 CONTINUOUS

Scale: NTS

24" MOUNTABLE CURB (TYPICAL)6

NOTE:

1. ADJACENT ROADWAY NOT SHOWN FOR CLARITY.

2. MINIMUM LENGTH OF TRANSITION: 6'-0".

3. ADJUST DEPTH BETWEEN DEPTH OF MOUNTABLE

GUTTER AND FLUSH GUTTER.

Scale: NTS

MOUNTABLE TO FLUSH CURB TRANSITION (TYPICAL)10

4" AGGREGATE BASE COURSE

95% COMPACTION

TACK COAT CSS-IH

@ 0.05 GAL/SY

NOTES:

1. MIN. 4000 PSI CONCRETE.

2. CROSS SLOPE OF GUTTER SAME AS PAVEMENT.

3. PROVIDE EXPANSION JOINTS @ 50'-0" OC. NON-EXPANDING EXTRUDED

EXP. JOINT MATERIAL.

4. PROVIDE TOOLED CONTROL JOINTS @ 10'-0" O.C.

TACK COAT CSS-IH

@ 0.05 GAL/SY

NOTE:

1. MIN. 4000 PSI CONCRETE.

2. 1/4" RADIUS EDGES.

3. PROVIDE EXPANSION JOINTS @ 50'-0" O.C. NON-EXPANDING EXTRUDED EXP. JOINT MATERIAL.

4. PROVIDE TOOLED 1-1/4" CONTROL JOINT @ DISTANCE MATCHING WIDTH OF WALK.

AT ASPHALT ROADS,

APPLY TACK COAT

CSS-IH

@ 0.05 GAL/SY

11' 6"

2%

11' 6"

2%

PROFILE

LOCATION

FROM STA 03+14.90 TO 05+05.03 (ROAD B)

FROM STA 14+48.92 TO 21+01.37 (SHERIDAN ROAD) (TYPICAL)

11' 6" 11' 6" 2'

1'5' SHOULDER

(SLOPE VARIES)

5' SHOULDER

(SLOPE VARIES)

11' 6"

2%

11' 6"

2%

PROFILE

LOCATION

FROM STA 13+78.00 TO 14+48.92 (SHERIDAN ROAD)

FROM STA 21+01.37 TO 22+65.45 (SHERIDAN ROAD)

11' 6" 2'

1'

6" VERTICAL CURB

5' SHOULDER

(SLOPE VARIES)

5' SHOULDER

(SLOPE VARIES)

Scale: NTS

ROADWAY SECTION 2 (TYPICAL)15

NOTES

1. CONCRETE DRIVEWAY APRONS, LOADING ZONES AND

MAINTENANCE YARDS.

2. NEW CONCRETE SHALL BE SLOPED TO DRAIN, AND FINISHED

TO TIE TO ADJACENT GRADE.

3. CONCRETE TO BE PLACE 6" THICK AND FINISHED WITH TAMPS,

WOOD FLOATS AND STIFF-BRISTLED BROOMS.

4. CONCRETE WITH TRANSVERSE AND EXPANSION JOINTS TO BE

LOCATED AND BUILT TO MATCH EXISTING CONFIGURATION.

5. TOOLED 1-1/2" CONTROL JOINTS WITH 14" RADIUS EDGES.

6. TOOLED CONTROL JOINT SPACING FOR 6" SLAB IS 10 FEET.

CONFIGURE JOINTS TO CREATE RECTANGULAR,

SYMMETRICAL SECTIONS.

7. EXPANSION JOINT SPACING IS 30 FEET. CONFIGURE JOINTS

TO CREATE RECTANGULAR, SYMMETRICAL SECTIONS.

8. USE #4 EPOXY COATED DOWELS, 1"Ø BY 20" LONG, AT

CONSTRUCTION JOINTS WHERE BREAK IN POUR.

9. USE 12" EXPANSION JOINTS, 1' MIN FROM FLANGE EDGE AT

MANHOLES, CLEANOUTS, INLETS, AND OTHER STRUCTURES IN

CONCRETE.

X X X X X X X X X

SECTION VARIES

CONTROL JOINTS - 10'-0" (TYP.)

EXPANSION JOINTS - 30'-0" (TYP.)

6"

RIGID PAVEMENT

SECTION

6"

10"

3"

24" CONCRETE MOW STRIP AT YARD FENCE,

INSTALL FENCE AT CENTERLINE OF MOW

STRIP

2" FIBROUS EXPANSION

JOINT (TYP)

6" COMPACTED ABC AGGREGATE

98% MODIFIED PROCTOR

12" THICK SUBGRADE COMPACTED TO 98%

ASTM D1557 DENSITY

#4 SMOOTH EPOXY COATED DOWELS

INTO CURED CONCRETE AT 12" O.C..

PAINT END OF DOWEL. INSERT

DOWELS WITH NON-SHRINK EPOXY

GROUT. DOWELS TO BE 1"Ø BY 20"

LONG.

MIN. 6" THICK, MIN. 4000 PSI COMPRESSIVE STRENGTH

CONCRETE PAVEMENT

WELDED WIRE FABRIC REINFORCEMENT:

6X6-W2.9XW2.9 WWF

USE CHAIRS TO SUPPORT WWF

Scale: NTS

(HEAVY DUTY) CONCRETE MAINTENANCE YARD SLAB (TYPICAL)12

CLASS 2

GEOSYNTHETIC

(TYP.),

18" OVERLAP, W/

ANCHORS

ISOLATION/EXPANSION JOINT (TYP.):

CHAIN LINK FENCE MOW STRIP, BUILDING SLABS,

FOOTINGS ABUT YARD SLAB

4"

NOTES:

1. FOR WIDENING OR NARROWING OF ROADWAYS AND INTERSECTIONS, SEE CP SHEETS.

2. FOR MILL AND REPLACE VS. NEW CONSTRUCTION SEE CS SHEETS AND CP SHEETS.

Scale: NTS

MOUNTABLE TO VALLEY GUTTER TRANSITION (TYPICAL)11

NOTES:

1. FOR WIDENING OR NARROWING OF ROADWAYS AND INTERSECTIONS, SEE CP SHEETS.

2. FOR MILL AND REPLACE VS. NEW CONSTRUCTION SEE CS SHEETS AND CP SHEETS.

NOTES:

1. FOR WIDENING OR ALIGNMENT CHANGE OF ROADWAYS AND INTERSECTIONS, SEE CP SHEETS.

2. FOR MILL AND REPLACE VS. NEW CONSTRUCTION SEE CP SHEETS AND CS SHEETS.

3. SEE CS SHEETS FOR CURB AND GUTTERS TO BE INSTALLED, AND REQUIRED TRANSITIONS

FROM MOUNTIABLE CURB TO FLUSH OR VALLEY CURB.

x xxx

NOTES:

1. CONCRETE SHALL HAVE A MINIMUM

COMPRESSIVE STRENGTH OF 4,000 PSI AT 28

DAYS AND PLACED WITH A 3-1/2" MAX. SLUMP

2. CONCRETE SHALL BE BROOM FINISHED U.N.O.

3. REFER TO PLANS FOR PLACEMENT AND

SPACING OF CONTROL JOINTS. SAWCUT

JOINTS WITHIN 8 HOURS OF FINISHING

CONCRETE.

4. ALL EXPOSED CONCRETE CORNERS SHALL

RECEIVE A 3/4" CHAMFERED EDGE

5. CONTRACTOR SHALL INSTALL CONDUIT

CONNECTION FOR UNDERGROUND HVAC OR

ELECTRICAL CONNECTION.CONCRETE SLAB

REINFORCED WITH

6X6-W2.4XW2.4 WWF.

SUBGRADE COMPACTED TO 98% MAX. DRY DENSITY ASTM

D698 (STD. PROCTOR) WITH COMPACTION WITHIN 3% OF

OPTIMUM MOISTURE CONTENT.

xxxxD = 9" D = 5"

ADJACENT SIDEWALK (TYP.)

4'-6" (TYP.)

3'-0" (TYP.)

MAINTENANCE PAD

SIZE PAD TO EQUIPMENT +

4-INCHES MIN. ON EACH SIDE

MAINTENANCE BUILDING

SIDEWALK

4" GAP BETWEEN

PAD AND BLDG. (TYP.)

Scale: NTS

ELEVATED CONCRETE MECHANICAL PAD (TYPICAL)13

NOTES:

1. ABUTMENT OF NEW ASPHALT TO EXISTING.

2. FOR INSTALL OF NEW ASPHALT AND FOR 2" DEPTH MILL AND REPLACEMENT (TYPICAL).

6" VERTICAL CURB OR

MOUNTABLE CURB AS

SHOWN ON PLANS

NEW ASPHALT

1' 1'

2 - #4 REBAR CONT.

1- 1/

4"

1/4" R

MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION

OF TRAVEL

1/4"

1/4" R

CONSTRUCTION JOINT

1- 1/

4"

XXXXXX XXXXXX

#4 EPOXY COATED DOWEL, 20",

DRILL AND EPOXY

PAINT AND OIL END OF

DOWEL

EXISTING CONCRETENEW CONCRETE

7"

TACK COAT CSS-IH

@ 0.05 GAL/SY

MOUNTABLE CURB (TYP.)

SEE 6/CS501

MIN. 6'-0" LONG TRANSITION FROM

MOUNTABLE CURB TO FLUSH CURB AND

GUTTER. SEE PLANS FOR TRANSITION

LOCATIONS.

FLUSH CURB (TYP.)

SEE 7/CS501

NOTE:

1. ADJACENT ROADWAY NOT SHOWN FOR CLARITY.

2. MINIMUM LENGTH OF TRANSITION: 6'-0".

3. ADJUST DEPTH BETWEEN DEPTH OF MOUNTABLE

GUTTER AND VALLEY GUTTER.

MOUNTABLE CURB (TYP.)

SEE 6/CS501

MIN. 6'-0" LONG TRANSITION FROM

MOUNTABLE CURB AND GUTTER TO

VALLEY GUTTER. SEE PLANS FOR

TRANSITION LOCATIONS.

VALLEY GUTTER (TYP.)

SEE 8/CS501

SIDEWALK OR LANDSCAPING

PER PLANS

SIDEWALK OR LANDSCAPING

PER PLANS

ASPHALT PAVEMENT

ASPHALT PAVEMENT

REFER TO

PAVEMENT DETAIL

COMPACTED SUBGRADE

95% COMPACTION

COMPACTED SUBGRADE

95% COMPACTION

COMPACTED SUBGRADE

95% COMPACTION

9"R

X X

NOTE:

1. INSTALL COMPACTED AGGREGATE SUITABLE FOR DRIVEWAY

THAT IS CLEAR OF DEBRIS/SOIL AND DISCOLORATION.

2. COORDINATE WITH CEMETERY ADMINISTRATION FOR PREFERRED

COLOR AND SIZE.

JTKHJM

CIVIL SITE DETAILS 1John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

2900 Sheridan Rd, St. Louis, MO, 63125 Project Director

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

AutoCAD SHX Text

CS501

Scale: NTS INSTALLATION - DUCTILE IRON PIPE IN SOIL (TYPICAL)3 Scale: NTS

VALVE BOX INSTALLATION DETAIL (TYPICAL)4

Scale: NTS

INSTALLATION - METER BOX DETAIL (TYPICAL)2Scale: NTS

INSTALLATION - FIRE FLOW METER BOX DETAIL (TYPICAL)1

Scale: NTS PRE-FABRICATED STEEL REINFORCEMENT (TYPICAL)5 Scale: NTS

THRUST BLOCK AT BENDS (TYPICAL)6 Scale: NTS

THRUST BLOCK DETAIL (TYPICAL)7

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 2

AutoCAD SHX Text

CS502

PIPE TRENCH TERMS (TYPICAL)1 Scale: NTS

REDUCER THRUST BLOCK (TYPICAL)2 Scale: NTS

DUCTILE IRON PIPE DETAIL (TYPICAL)3

Scale: NTS

TAP CONNECTION DETAIL (TYPICAL)4

Scale: NTS DITCH CHECK FOR SLOPES (TYPICAL)5 Scale: NTS

CROSS BLOCK SIDE VIEW (TYPICAL)6

Scale: NTS

DEAD END BLOCKING METHOD (TYPICAL)7

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 3

AutoCAD SHX Text

CS503

PATENT TAP EXCAVATION (TYPICAL)1

Scale: NTS

BLOWOFF/FLUSHING ASSEMBLY (TYPICAL)2

Scale: NTS

PIPE CURVE GEOMETRY (TYPICAL)6

Scale: NTS

TEST STATION CONNECTION (TYPICAL)3

Scale: NTS

CASING INSTALLATION DETAIL (TYPICAL)4

Scale: NTS

FIRE HYDRANT DETAIL (TYPICAL)5

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 4

AutoCAD SHX Text

CS504

NOTES:

1. DETAIL IS TYPICAL FOR CONSTRUCTION OF SPLITTER MANHOLE TO DIRECT

FLOW FIRST TO HYDRODYNAMIC SEPARATOR IN THE OFFLINE

CONFIGURATION.

2. BYPASS WEIR OVERFLOW TO BYPASS PIPE THROUGH OUTFALL STRUCTURE.

3. SIZE SPLITTER MANHOLE CASTING FOR LARGEST (DOWNSTREAM) PIPE USED.

4. WEIR LENGTH TO RUN WIDTH OF STRUCTURE.

5. SLOPE INVERTS TO DRAIN TO BOTH OUTLET PIPES.

6. OUTFLOW PIPE TO HYDRODYNAMIC SEPARATORS TO BE 12" DIAMETER,

REINFORCED CONCRETE PIPE, PER MSD REQUIREMENTS. CONSULT WITH

MANUFACTURER AND MSD FOR ANY CHANGE TO PIPE MATERIAL.

NOTES:

1. DETAIL IS TYPICAL FOR CONSTRUCTION OF SPLITTER MANHOLE TO DIRECT

FLOW FIRST TO HYDRODYNAMIC SEPARATOR IN THE OFFLINE

CONFIGURATION.

2. BYPASS WEIR OVERFLOW TO BYPASS PIPE THROUGH OUTFALL STRUCTURE.

3. SIZE SPLITTER MANHOLE CASTING FOR LARGEST (DOWNSTREAM) PIPE USED.

4. WEIR LENGTH TO RUN WIDTH OF STRUCTURE.

5. SLOPE INVERTS TO DRAIN TO BOTH OUTLET PIPES.

6. OUTFLOW PIPE TO HYDRODYNAMIC SEPARATORS TO BE 12" DIAMETER,

REINFORCED CONCRETE PIPE, PER MSD REQUIREMENTS. CONSULT WITH

MANUFACTURER AND MSD WITH ANY CHANGE TO PIPE MATERIAL.

7. COORDINATE SIZING OF MANHOLES FOR HYDRODYNAMIC SEPARATOR, WEIR

SPLITTER MANHOLE, AND OUTFLOW MANHOLE WITH MANUFACTURER AND

MSD.

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 5

Scale: NTS 4' DIAMETER HYDRODYNAMIC SEPARATOR OFFLINE CONFIGURATION (TYPICAL)1 Scale: NTS

OFFLINE CONFIGURATION FROM MANUFACTURER (TYPICAL)2

Scale: NTS SPLITTER MANHOLE W/ CONCRETE WEIR (TYPICAL)3 Scale: NTS

SPLITTER MANHOLE BYPASS WEIR, STRUCTURE LAYOUT (TYPICAL)4 Scale: NTS

OFFLINE STRUCTURE CONFIGURATION (TYPICAL)5

AutoCAD SHX Text

CS505

C

A6" 6"

E

D

6"

PLAN VIEW

DIA.

TO SUIT

12"

B

ELEVATION

1" CHAMFER

D

12"

E

NO. 4 BARS AT 12" O.C.

NO. 4 BARS AT 12" O.C.E.W.

BASE AND WALL

SECTION

DIMENSION SCHEDULE

PIPE

DIA.

WALL

OPENING A B C D E APPROX WEIGHTS

12" 20" 48" 48" 24" 12" 6" 3,990 LBS.

15" 24"

18" 28" 72" 60" 30" 12" 12" 6,575 LBS.

21" 30" 24" 34" 30" 42"

120" 72" 30" 12" 12" 12,250 LBS.

36" 48" 42" 54" 48" 64"

192" 84" 36" 12" 12" 24,450 LBS.

SPECIAL SIZES NOT LISTED CAN BE MFG. UPON REQUEST

(ON EXPOSED

EDGES)

STIRRUPS

CEMETERY FINISHED GRADE

CENTERLINE OF DRAINAGE DITCH

FROM PARKS DEPT. PROPERTY

NOTES:

1. COORDINATE SIZING AND FINAL DESIGN WITH MANUFACTURER FOR PRE-CAST HEADWALLS.

2. HEADWALL LOCATION IS AT EXISTING DITCH LINE. MAY BE REQUIRED TO ADJUST HEIGHT OF

STRUCTURE TO LINE UP PIPE INVERTS WITH DITCH LINE.

3. HEADWALL CONSTRUCTED FROM MIN. 4000 PSI CONCRETE @ 28 DAYS.

4. REBAR AND STIRRUPS SIZING ARE MINIMUM REQ.

5. TOP OF HEADWALL SHALL TIE FLUSH TO FINISHED GRADE ON THE CEMETERY PROPERTY. TAPER AND

ADJUST HEIGHT OF HEADWALL TO TIE TO FINISHED GRADE.

6. PERIMETER FENCE POSTS MOUNTED IN MOW STRIP. WHERE FENCE CROSSES TOP OF HEADWALL, ANCHORED IN TOP OF (FORMED) OR IMMEDIATELY BEHIND (MANUFACTURED) HEADWALL.

7. REGRADE DITCH TO TIE BACK TO HEADWALL.

(VARIES)

(VARIES)

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 6

Scale: NTS PRECAST CONCRETE MANHOLE (TYPICAL)1 Scale: NTS

PRECAST MANHOLE ON EX. CONT. FLOW ONLY(TYPICAL)2 Scale: NTS TYPICAL PRECAST MANHOLE TEE (TYPICAL)3 Scale: NTS

PRECAST MANHOLE STEP (TYPICAL)4

Scale: NTS CAST IRON COVER MANHOLE (TYPICAL)5 Scale: NTS

ADJUST EXISTING MANHOLE TO GRADE (TYPICAL)6 Scale: NTS SINGLE STREET INLETS PRECAST CONCRETE (TYPICAL)7 Scale: NTS

STRAIGHT HEADWALL WITH FOOTING (TYPICAL)8

AutoCAD SHX Text

CS506

22 12 "

4"

8"

6"

6"

VA

R

IE

S

D

D + 18

GUTTER FLOW LINE

CHANNEL

BENCH

BENCH

SLOPE INVERT TO OUTLET PIPE

PLAN VIEW

NOTES

1. USE TIDEFLEX TF-1 ATUNDERDRAIN OUTFALLS TO BE INSTALLED AT PRIVATE,

VA OWNED, INLET STRUCTURES ABOVE THE INVERT ELEVATION OF

STORMWATER PIPE.

2. USE CMU - CHECKMATE ULTRAFLEX IN-LINE CHECK VALVES AT UNDERDRAIN

OUTFALLS TO BE INSTALLED AT MSD MAINTAINED MANHOLE STRUCTURES,

LOCATED IN MSD EASEMENT AND/OR MSD MAINTAINED STRUCTURE.

NOTES

1. UNDERDRAIN OUTFALLS TO BE INSTALLED AT INLET STRUCTURES ABOVE THE INVERT

ELEVATION OF STORMWATER PIPE.

2. TRAFFIC RATED ROLL GRATE AT MOUNTABLE CURB, TYPICAL INSTALL.

3. WHERE INSTALLING NEW STORMWATER STRUCTURES ON EXISTING MSD OWNED PIPE

NETWORK, COORDINATE STRUCTURE SIZING WITH MSD.

4. TYPICAL MINIMUM 48"X48" SQUARE INLET STRUCTURE FOR ROLL GRATE CURB INLET

STRUCTURES.

5. ALL STORMWATER STRUCTURE SHALL BE 48" MINIMUM INSIDE DIAMETER.

NOTES

1. NEENAH FOUNDRY R-3237-1 OR APPROVED EQUAL.

TIDEFLEX TECHNOLOGIES SERIES

TF-1, OR APPROVED EQUAL

CONNECT TO PVC WITH STAINLESS

STEEL TENSION RING. SEE STORM

STRUCTURE PROFILES FOR

LOCATIONS.

7.5" 33" 7.5"

7.

5"

7.

5"

6-INCH (MIN.) THICK

REINFORCED

CONCRETE

NOTES:

1. NEENAH FOUNDRY R-2557-A OR APPROVED EQUAL.

2. CONCRETE LID SHALL BE TRAFFIC RATED AND

4000 PSI MIN.

3. COLLAR ELEVATION SHALL MATCH FINISHED

GRADE, AND SLOPED TO PROVIDE POSITIVE

DRAINAGE TO INLET, TO A MIN. 2%. SMOOTH

TRANSITION TO ADJACENT FINISHED GRADE.

4. DIMENSIONS ARE TYPICAL FOR A 4-FOOT SQUARE

STORMWATER STRUCTURE. ADJUST LID SIZE TO

MATCH STRUCTURE.

INLET

GRATE

GRASS GRASS

SLOPESLOPE

DRAINAGE PATH AT DITCH LINE

SLOPE INVERT TO OUTLET PIPE

TIDEFLEX CMU - CHECKMATE INLINE

CHECK VALVE OR APPROVED EQUAL

CONNECT TO PVC WITH STAINLESS

STEEL TENSION RING. SEE STORM

STRUCTURE PROFILES FOR

LOCATIONS.

PRIVATE

STRUCTURE

MSD

STRUCTURE

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 7

Scale: NTS AREA INLET PRECAST CONCRETE (TYPICAL)2 Scale: NTS

ROLL GRATE CURB INLET (TYPICAL)3

Scale: NTS UNDERDRAIN CHECK VALVE (TYPICAL)6 Scale: NTS

CONCRETE INVERT (TYPICAL)7

Scale: NTS

STORMWATER STRUCTURE SIZING W/ PIPE SIZE (TYPICAL)5

Scale: NTS REINFORCED CONCRETE PIPE INSTALLATION (TYPICAL)1 Scale: NTS

DROP GRATE AREA INLET (TYPICAL)4

Scale: NTS STEEL REQ. FOR GRATE INLET SEAT (TYPICAL)8 Scale: NTS

STEEL REQ. FOR 4 WAY AREA INLET (TYPICAL)9

AutoCAD SHX Text

CS507