VA 854-042 - JBNC Phase 1 Drawings 2.0 47-59.pdf

PDF 18 MB Posted

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

About this file

Written by GovTribe AI ·

These documents are Erosion & Sediment Control Plans for the Jefferson Barracks National Cemetery Sylvan Springs Development project located in St. Louis, Missouri. The project involves developing a new land area spanning 39.78 acres, with 39.20 acres of disturbed area and multiple drainage areas totaling 39.98 acres. The comprehensive plans detail extensive erosion control measures, including the installation of silt fences, sediment basins, inlet protections, temporary diversion channels, and erosion control blankets across different project phases and sections.

The plans, prepared by John Gallup & Associates for the U.S. Department of Veterans Affairs Office of Construction and Facilities Management, include detailed technical specifications for managing sediment and preventing soil erosion during construction. Five sediment basins are planned, with volumes ranging from 34,750 to 55,000 cubic feet, and the plans include multiple keynotes and general notes outlining contractor responsibilities such as daily street inspections, sediment tracking control, temporary seeding of exposed soil, and maintaining positive drainage. The project is scheduled for implementation with bid documents dated October 8, 2025, and involves multiple construction sections including a columbarium and committal shelter areas.

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Other files for this federal contract opportunity

Other files attached to Jefferson Barracks National Cemetery, Sylvan Springs, Phase 1 Development, newest first.
File Type Posted
S06 36C10F25R0006 0007.pdf PDF
S06 36C10F25R0006 0006.pdf PDF
VA 854-042 - JBNC Phase 1 - RFI Master List.xlsx XLSX spreadsheet
VA 852-042 - JBNC Phase 1 - Design Narrative.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 30-46.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 60-70.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 102-130.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 131-135.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 165-195.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 227-232.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 233-239.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 276-294.pdf PDF
S06 36C10F25R0006 0005.pdf PDF
VA 852-042 - JBNC Phase 1 - Specifications Vol. 1 2.0.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 1-14.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 82-93.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 136-148.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 240-244.pdf PDF
VA 852-042 - JBNC Phase 1 - Drawing Revisions ASI.docx DOCX document
VA 854-042 - JBNC Phase 1 Drawings 2.0 71-81.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 149-164.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 245-250.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 251-258.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 259-265.pdf PDF
S06 36C10F25R0006 0002.pdf PDF
S06 ATTACH - P00002 - JBNC Pre-Proposal Conference Slides.pdf PDF
S06 ATTACH - P00002 - Attendance Sheets.pdf PDF
S06 36C10F25R0006 0001.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 2.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 6.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 16.pdf PDF
S02 ATTACH VAAR 852.219-75 CERTIFICATE OF COMPLIANCE.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 1.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 5.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 7.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 9.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 10.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 12.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 13.pdf PDF
S02 ATTACH Pre-Proposal Inquiry Form 36C10F25R0006.docx DOCX document
S02 36C10F25R0006 Final.pdf PDF
S02 ATTACH VA 852-042 - JBNC Phase 1 - Specifications Vol 1.pdf PDF
S02 ATTACH VA 852-042 - JBNC Phase 1 - Specifications Vol 2.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 4.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 15.pdf PDF
S02 ATTACH Past Performance Questionnaire 36C10F25R0006.docx DOCX document
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 3.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 8.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 11.pdf PDF
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 14.pdf PDF
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SITE BENCHMARK #2

"L" ON SE CORNER OF HEADWALL

ELEV.=470.81

SDx SDx SDxSDx SDx SDx SDx SDx SDx

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DRAINAGE AREA 1

8.531 ACRES

DRAINAGE AREA 6

1.497 ACRES

RIPRAP CHANNEL TO

BE REMOVED

SILT FENCE AND RIPRAP INLET PROTECTION

RING TO SURROUND MSD INLET STRUCTURE

SEDIMENT BASIN 1

SEDIMENT BASIN MIN. VOLUME: 33,433 CF

BASIN ACTUAL VOLUME: 41,000 CF

REQUIRED SEDIMENT STORAGE: 15,355 CF

POND DEPTH: 7.0-FEET

DETENTION DEPTH: 6.0-FEET

BOTTOM OF BASIN ELEVATION: 463.00

OVERFLOW WEIR ELEVATION: 469.50

AVAILABLE FREEBOARD: 1.0-FEET

DIMS. AT BOTTOM OF POND: 32'x140' DIMS. AT TOP OF POND: 56'x180'

POND SLOPE: 2:1

SKIMMER SIZE: 8" SKIMMER W/ 2.25" ORIFICE AT

OUTFALL

OUTFALL PIPE: 8" PIPE UNDER BERM, DRAIN TO RIP

RAP OUTLET

ESTIMATED DE-WATERING TIME: 1.96 DAYS

6 5

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

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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 DAILY FOR SEDIMENT TRACKING. 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 TO THE PERIMETER CONTROL MAY 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.

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. TEMPORARY SURFACE STABILIZATION (TEMP. SEEDING, ETC).

3. INSTALL INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR RUNOFF

ENTERING STORM STRUCTURES: SEE 9/CG501.

4. CONSTRUCTION ENTRANCE: SEE 2/CG501.

5. 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: SEE 6/CG502.

8. INSTALL CURB INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR

RUNOFF ENTERING STORM STRUCTURES: SEE 3/CG501.

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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

SURFACE FLOW

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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

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A

B

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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

EROSION & SEDIMENT CONTROL

PLAN, PHS. 1 - SHT. 5 OF 8

JTKHJM

TOTAL PROJECT AREA = 39.78 AC

TOTAL DISTURBED AREA = 39.20 AC

TOTAL DRAINAGE AREA = 39.98 AC

KEY MAP

CG107

CG108

CG104 CG105 CG106

CG101 CG102 CG103

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

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26 1/2" DIA.

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STONE WALL

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STONE WALL

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CONC & STONE WALL

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MH TP=489.11 FL=484.45

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CI TP=476.70 FL=470.05

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AI TP=481.55 FL=470.90

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MH 29H3-129D TP=467.98 FL=458.02

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MH 29H3-115D TP=467.45 FL=448.85

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29H3-128D AI TP=468.26 FL=460.74

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MH 29H3-0117D TP=462.27 FL=455.62

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MH 29H3-047S TP=465.74 FL=455.31

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MH 29H3-049S TP=460.12 FL=453.24

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CONC WALK

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STONE WALL

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FL=472.02

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FL=455.85

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FL=458.85

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12"RCP

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12"RCP

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12"RCP

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12"RCP

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15"RCP

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FL=460.04

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8" VCP

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FL=449.94

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SEC 1JJ B

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WATER CONNECTION HOLE

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AI TP=455.95 FL=451.63

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AI TP=454.91 FL=451.66

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MH TP=454.49 FL=438.13

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15" RCP FL=451.54

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12" VCP

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5'X10' RCB

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5'X10' RCB

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GI TP=470.28 FL=466.40

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GI 29H3-161D TP=470.15 FL=466.02

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MH 29H3-162D TP=464.03 FL=458.45

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12" RCP

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RED MAPLE

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SASSAFRAS

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COMMON HACKBERRY

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MOCKERNUT HICKORY

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WHITE OAK

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ELM

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GRAVE STONE (TYP)

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GRAVEL

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AREA INLET TOP=468.59

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CURB INLET TOP=500.94

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UNDERGROUND CABLE MARKER

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STORM MH TOP=489.32

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STORM INLET TOP=476.93

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UNDERGROUND CABLE MARKER

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RIM=466.2 INV=455.6 N INV=455.6 S INV=460.4 NE

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12" PVC

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10"VCP

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10" VCP

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4" PVC

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6" PVC

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48" RCP

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48" RCP

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36" VCP

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36" RCP

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60" RCP

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ROAD

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SPRINGS

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SYLVAN

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BORING 7

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CONCRETE CURB

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RIM=468.8 INV=456.9

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RIM=465.6 INV=464.9 E THIS COULD GO INTO THE 48" RCP, UNVERIFIABLE

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RIM=462.7 INV=457.5 E INV=457.5 W INV=450.85

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RIM=462.6 INV=457.9 W

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RIM=462.5 INV=458.1 E

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RIM=467.2 INV=461.0 N INV=453.9 S

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RIM=466.8 INV=463.2 NE INV=463.2 SW

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RIM=466.9 INV=463.5 NE INV=463.5 SW

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INV=462.2

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RIM=467.9 INV=459.2 W INV=456.3 E INV=449.3 N-S

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12"RCP

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STONE AND CONCRETE

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SEE DETAIL

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ST LOUIS MSD EASEMENT

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PRIVATE

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BITUMINOUS CURB

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BITUMINOUS CURB

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BITUMINOUS CURB

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CONCRETE CURB

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CONCRETE CURB

AutoCAD SHX Text

BITUMINOUS CURB

AutoCAD SHX Text

BITUMINOUS CURB

AutoCAD SHX Text

BITUMINOUS CURB

AutoCAD SHX Text

BITUMINOUS CURB

AutoCAD SHX Text

BITUMINOUS CURB

AutoCAD SHX Text

BITUMINOUS CURB

AutoCAD SHX Text

CG105

AutoCAD SHX Text

Gx Gx

Gx Gx

Gx

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x

SS

x

SS

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x

SSx

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SS xSS x

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x

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x

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x

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JEFFERSON BLVD

PL PL PL PL PL PL PL PL PL PL

WE

ST

LA

WN

ST

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 x

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DRAINAGE AREA 3

8.219 ACRES

1 4

LOD

LOD

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LOD

LOD LOD

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LOD

LOD

LO

D

LO

D

LO

D

LOD

LODLOD

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D

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D

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 DAILY FOR SEDIMENT TRACKING. 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 TO THE PERIMETER CONTROL MAY 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.

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. TEMPORARY SURFACE STABILIZATION (TEMP. SEEDING, ETC).

3. INSTALL INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR RUNOFF

ENTERING STORM STRUCTURES: SEE 9/CG501.

4. CONSTRUCTION ENTRANCE: SEE 2/CG501.

5. 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: SEE 6/CG502.

8. INSTALL CURB INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR

RUNOFF ENTERING STORM STRUCTURES: SEE 3/CG501.

XX

SF

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

SURFACE FLOW

LOD

PL

LOD

MATCHLINE - SEE SHEET CG103

M

AT

C H

LI

N

E

- S

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S

H

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

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

EROSION & SEDIMENT CONTROL

PLAN, PHS. 1 - SHT. 6 OF 8

PROPERTY

LINE TOTAL PROJECT AREA = 39.78 AC

TOTAL DISTURBED AREA = 39.20 AC

TOTAL DRAINAGE AREA = 39.98 AC

KEY MAP

CG107

CG108

CG104 CG105 CG106

CG101 CG102 CG103

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

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

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

FOM

AutoCAD SHX Text

FOM

AutoCAD SHX Text B.H.

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text E

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

GLM

AutoCAD SHX Text

WATER LINE MARKER

AutoCAD SHX Text

MH 29H3-058S TP=511.68 FL=502.03

AutoCAD SHX Text

MH 29H3-0147S TP=507.62 FL=499.48

AutoCAD SHX Text

MH 29H3-0149S TP=516.78 FL=495.48

AutoCAD SHX Text

MH 29H3-0150S TP=515.81 FL=494.38

AutoCAD SHX Text

MH 29H3-0148S TP=509.99 FL=496.57

AutoCAD SHX Text

FL=508.71

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

CI TP=500.77 FL=495.97

AutoCAD SHX Text

MH TP=489.11 FL=484.45

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

PIN OAK

AutoCAD SHX Text

PIN OAK

AutoCAD SHX Text

PIN OAK

AutoCAD SHX Text

RED OAK

AutoCAD SHX Text

RED OAK

AutoCAD SHX Text

AMERICAN HOLIDAY

AutoCAD SHX Text

AMERICAN HOLIDAY

AutoCAD SHX Text

PIN OAK

AutoCAD SHX Text

PIN OAK

AutoCAD SHX Text

FOERSTER BK 9774, PG 73 29H330087

AutoCAD SHX Text

NISWONGER BK 8013, PG 1116 29H330111

AutoCAD SHX Text

HINSON BK 10335, PG 109 29H330197

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

CURB INLET TOP=500.94

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

UNDERGROUND CABLE MARKER

AutoCAD SHX Text

STORM MH TOP=489.32

AutoCAD SHX Text

RIM=512.2 INV=502.4

AutoCAD SHX Text

RIM=508.1 INV=499.9

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

BORING 8

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text R O A D

AutoCAD SHX Text

GRAVEL OVER BITUMINOUS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text 100.1

AutoCAD SHX Text 18.1

AutoCAD SHX Text 15.7

AutoCAD SHX Text 22.3

AutoCAD SHX Text 9.2

AutoCAD SHX Text 10.0

AutoCAD SHX Text 33.7

AutoCAD SHX Text 15.0

AutoCAD SHX Text 11.3

AutoCAD SHX Text 18.1

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.2

AutoCAD SHX Text 22.8

AutoCAD SHX Text

CG106

W x

W x

W x

W x

W x

W x

SS

x

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x

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x

SS

x

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x

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x

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x

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SD

x

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x

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x

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SDx

SDx

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SD

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GE

NT

RY

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D.

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LO

D

LO

D

LO

D

LO

D

LOD

LOD

LO

D

LO

D

SF

SF

SF

SF

SF

SF

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 DAILY FOR SEDIMENT TRACKING. 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 TO THE PERIMETER CONTROL MAY 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.

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. TEMPORARY SURFACE STABILIZATION (TEMP. SEEDING, ETC).

3. INSTALL INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR RUNOFF

ENTERING STORM STRUCTURES: SEE 9/CG501.

4. CONSTRUCTION ENTRANCE: SEE 2/CG501.

5. 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: SEE 6/CG502.

8. INSTALL CURB INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR

RUNOFF ENTERING STORM STRUCTURES: SEE 3/CG501.

XX

SF

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

SURFACE FLOW

LOD

PL

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

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

EROSION & SEDIMENT CONTROL

PLAN, PHS. 1 - SHT. 7 OF 8

Scale: 1''=30'1 COLUMBARIUM EROSION & SEDIMENT CONTROL PLAN

TOTAL DISTURBED AREA = 39.20 AC

TOTAL DRAINAGE AREA = 39.98 AC

KEY MAP

CG107

CG108

CG104 CG105 CG106

CG101 CG102 CG103

MATCHLINE - SEE SHEET CG108

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

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 S

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

26 1/2" DIA.

AutoCAD SHX Text E

AutoCAD SHX Text

SOLAR PANEL

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

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text C.O.

AutoCAD SHX Text C.O.

AutoCAD SHX Text C.O.

AutoCAD SHX Text C.O.

AutoCAD SHX Text C.O.

AutoCAD SHX Text C.O.

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

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IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text B.H.

AutoCAD SHX Text

IRR

AutoCAD SHX Text

UNKNOWN HATCH

AutoCAD SHX Text

WATER FAUCET

AutoCAD SHX Text

WATER FAUCET

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

WATER CONNECTION HOLE

AutoCAD SHX Text

MH 29H3-097S TP=450.36 FL=438.96

AutoCAD SHX Text

FL=434.99

AutoCAD SHX Text

MH 29H3-098S TP=439.49 FL=431.69

AutoCAD SHX Text

MH 29H3-099S TP=443.99 FL=432.73

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

MH TP=454.83 FL=433.39

AutoCAD SHX Text

MH TP=450.24 FL=441.04

AutoCAD SHX Text

GMH TP=451.37 FL=442.62

AutoCAD SHX Text

GI TP=450.37 FL=445.19

AutoCAD SHX Text

GI TP=450.24 FL=444.04

AutoCAD SHX Text

EOP FL=431.27

AutoCAD SHX Text

EOP FL=443.61

AutoCAD SHX Text

EOP FL=436.48

AutoCAD SHX Text

CI TP=457.15 FL=453.35

AutoCAD SHX Text

FE 29H3-046D FL=437.66

AutoCAD SHX Text

GI 29H3-042D TP=444.87 FL=440.75

AutoCAD SHX Text

GI 29H3-043D TP=444.81 FL=440.33

AutoCAD SHX Text

MH TP=445.88 FL=440.61

AutoCAD SHX Text

MH 29HC-044D TP=445.43 FL=436.13

AutoCAD SHX Text

GI 29H3-047D TP=448.95 FL=445.09

AutoCAD SHX Text

GI 29H3-048D TP=448.85 FL=445.19

AutoCAD SHX Text

7.67'X12' CONC ELLIP

AutoCAD SHX Text

EOP FL=434.47

AutoCAD SHX Text

CONC BLOCK WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

EOP FL=435.44

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

MH TP=447.66 FL=444.54

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

15" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

15" PVC FL=440.53

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

FL=441.11

AutoCAD SHX Text

FL=436.53

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

EDGE OF CREEK

AutoCAD SHX Text

EDGE OF CREEK

AutoCAD SHX Text

EDGE OF CREEK

AutoCAD SHX Text

CONC WALL

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CURB

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

ASPHALT PAVING

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CURB

AutoCAD SHX Text

CONC PAVING

AutoCAD SHX Text

LITTLE LEAF LINDEN

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RED BUD

AutoCAD SHX Text

RED BUD

AutoCAD SHX Text

LITTLE LEAF LINDEN

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LITTLE LEAF LINDEN

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LITTLE LEAF LINDEN

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LITTLE LEAF LINDEN

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LITTLE LEAF LINDEN

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RED BUD

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RED BUD

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CONC WALK

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CONC WALK

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CONC WALK

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CONC WALK

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LITTLE LEAF LINDEN

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SHUMARD OAK

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PIGNUT HICKORY

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EASTERN COTTONWOOD

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AMERICAN ELM

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SYCAMORE

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SHINGLE OAK

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COMMON HACKBERRY

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BRADFORD PEAR

AutoCAD SHX Text 100.1

AutoCAD SHX Text 18.1

AutoCAD SHX Text 15.7

AutoCAD SHX Text 22.3

AutoCAD SHX Text 9.2

AutoCAD SHX Text 10.0

AutoCAD SHX Text 33.7

AutoCAD SHX Text 15.0

AutoCAD SHX Text 11.3

AutoCAD SHX Text 18.1

AutoCAD SHX Text 9.5

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CG107

W

W x

SD

x

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x

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x

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x

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x

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x

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x

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x

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TR

UM

AN

DR

SF

SF

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LO

D

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D

LOD

LODLO

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D

LOD

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 DAILY FOR SEDIMENT TRACKING. 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 TO THE PERIMETER CONTROL MAY 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.

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. TEMPORARY SURFACE STABILIZATION (TEMP. SEEDING, ETC).

3. INSTALL INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR RUNOFF

ENTERING STORM STRUCTURES: SEE 9/CG501.

4. CONSTRUCTION ENTRANCE: SEE 2/CG501.

5. 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: SEE 6/CG502.

8. INSTALL CURB INLET PROTECTION MEASURE TO PREVENT SEDIMENT OR

RUNOFF ENTERING STORM STRUCTURES: SEE 3/CG501.

XX

SF

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

SURFACE FLOW

LOD

PL

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

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

EROSION & SEDIMENT CONTROL

PLAN, PHS. 1 - SHT. 8 OF 8

Scale: 1''=30'1 COMMITTAL SHELTER EROSION & SEDIMENT CONTROL PLAN

TOTAL DISTURBED AREA = 39.20 AC

TOTAL DRAINAGE AREA = 39.98 AC

KEY MAP

CG107

CG108

CG104 CG105 CG106

CG101 CG102 CG103

MATCHLINE - SEE SHEET CG107

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

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SHED

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SEWER PAINT MARKS

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CREMAINS SCATTER GARDEN

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WATER CONNECTION HOLE

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CONC WALK

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BENCH

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SHELTER ON CONC PAD

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STONE WALL

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STONE WALL

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BLOCK WALL

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BLOCK WALL

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CONC WALK

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FE 30H2-103D FL=423.00

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GI 30H2-105D TP=436.66 FL=429.96

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GI 30H2-104D TP=436.66 FL=430.86

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GI 30H2-102D TP=438.41 SL=436.75 FL=427.33

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GI 30H2-100D TP=439.69 FL=435.49

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GI 30H2-099D TP=443.02 FL=438.72

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GI 30H2-098D TP=443.02 FL=439.07

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8" PVC

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12" PVC

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12" PVC

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66" RCP

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12" PVC

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10" PVC

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10" PVC

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GRAVEL

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GRAVEL

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EDGE OF CREEK

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EDGE OF CREEK

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EDGE OF CREEK

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CONC WALK

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CONC WALK

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CONC CURB & GUTTER

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CONC CURB & GUTTER

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CONC CURB & GUTTER

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CONC CURB & GUTTER

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ASPHALT PAVING

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ASPHALT PAVING

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RED OAK

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RED CEDAR

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WHITE OAK

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WHITE OAK

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WHITE OAK

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WHITE OAK

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CHERRY PLUM

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CONC PAVERS

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HONEY LOCUST

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WHITE OAK

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WHITE OAK

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RED OAK

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AutoCAD SHX Text 15.7

AutoCAD SHX Text 22.3

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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

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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

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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:

PL

SF

PROPERTY LINE

LIMIT OF DISTURBANCE

CONSTRUCTION FENCE

SILT FENCE

TREE PROTECTION

TEMPORARY DIVERSION

DITCH

DRAINAGE AREA LIMITS

SKIMMER AND OUTFALL

PIPE

RIP RAP OUTFALL

LOD

SLOPE DRAIN

INLET PROTECTION

CONSTRUCTION ENTRANCE

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

EROSION & SEDIMENT CONTROL

PLAN, PHS. 2 LAYOUT

Scale: 1"=60'3 COLUMBARIUM EROSION & SEDIMENT CONTROL LAYOUT Scale: 1"=60'2 COMMITTAL SHELTER EROSION & SEDIMENT CONTROL LAYOUT

Scale: 1"=60'1 SYLVAN SPRINGS EROSION & SEDIMENT CONTROL LAYOUT

LEGEND

GRAPHIC SCALE

1" = 60'

60'0 120'30'

N

DRAINAGE AREA 1

7.646 ACRES

DRAINAGE AREA 7

1.347 ACRES

DRAINAGE AREA 5

8.670 ACRES

DRAINAGE AREA 4

8.604 ACRES

DRAINAGE AREA 3

9.39 ACRES

DRAINAGE AREA 6

2.17 ACRES

SEDIMENT BASIN 1

SEDIMENT BASIN 2

SEDIMENT BASIN 3

SEDIMENT BASIN 4

SEDIMENT BASIN 5

DRAINAGE AREA 2

1.511 ACRES

DRAINAGE AREA 8

0.550 ACRES

DRAINAGE AREA 9

0.25 ACRES

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PP

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60" RCP

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60" RCP

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60" RCP

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48" RCP

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36" RCP

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36" RCP

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36" RCP

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18" VCP

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18" VCP

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BITUMINOUS CURB

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CONCRETE CURB

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CONCRETE CURB

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BITUMINOUS CURB

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36" RCP

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ST LOUIS MSD EASEMENT

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ST LOUIS MSD

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EASEMENT

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ST LOUIS MSD EASEMENT

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LID 2.21

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26 1/2" DIA.

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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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AutoCAD SHX Text 8 1/2"

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AutoCAD SHX Text 1'-2 3/4"

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AutoCAD SHX Text 14-3/4"

AutoCAD SHX Text 8 1/2"

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AutoCAD SHX Text 4'-0"

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AutoCAD SHX Text 1'-2 3/4"

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AutoCAD SHX Text 14-3/4"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 2'-0 1/2"

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AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 2'-0 1/2"

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LID 2.21

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LID 2.21

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26 1/2" DIA.

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LID 2.21

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LID 2.21

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26 1/2" DIA.

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LID 2.21

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LID 2.21

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26 1/2" DIA.

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LID 2.21

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LID 2.21

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26 1/2" DIA.

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LID 2.21

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LID 2.21

AutoCAD SHX Text

26 1/2" DIA.

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GLM

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GLM

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GLM

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GLM

AutoCAD SHX Text S

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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

GLM

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

LID 2.21

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LID 2.21

AutoCAD SHX Text

26 1/2" DIA.

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IRR

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IRR

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IRR

AutoCAD SHX Text W

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AutoCAD SHX Text E

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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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PP

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AutoCAD SHX Text G

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60" RCP

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60" RCP

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60" RCP

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48" RCP

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36" RCP

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36" RCP

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36" RCP

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18" VCP

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18" VCP

AutoCAD SHX Text 5'x10' RCB

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BITUMINOUS CURB

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CONCRETE CURB

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CONCRETE CURB

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BITUMINOUS CURB

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36" RCP

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ST LOUIS MSD EASEMENT

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ST LOUIS MSD

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EASEMENT

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ST LOUIS MSD EASEMENT

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