S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 4.pdf

PDF 19 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 are Erosion and Sediment Control Plan documents for the Jefferson Barracks National Cemetery Sylvan Springs Development project located in St. Louis, Missouri. The documents detail comprehensive erosion control strategies for a 39.78-acre site with 39.20 acres of disturbed area, encompassing multiple construction phases. The plans include detailed site layouts showing five sediment basins (Basins 1-5) with specific volumes ranging from 34,750 to 55,000 cubic feet, designed to manage stormwater runoff and prevent soil erosion during construction. The project involves multiple site areas including a columbarium and committal shelter, with drainage areas ranging from 1.347 to 9.39 acres.

The plans specify extensive erosion control measures, including silt fence installation, construction entrance controls, inlet protection, temporary surface stabilization, and sediment basin installations with skimmers. General notes emphasize strict adherence to the limit of disturbance, weekly sediment basin inspections, daily street sweeping, and requirements for temporary seeding of exposed soils. The documents are prepared by multiple consultants for the U.S. Department of Veterans Affairs' Office of Construction and Facilities Management, with bid documents dated July 8, 2025 and a project director's date of November 18, 2024. The project is located at 2900 Sheridan Road in St. Louis and involves comprehensive environmental protection strategies during site development.

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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
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 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
VA 852-042 - JBNC Phase 1 - Specifications Vol. 2 2.0.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 15-29.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 94-101.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 196-215.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 216-220.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 221-226.pdf PDF
VA 854-042 - JBNC Phase 1 Drawings 2.0 266-275.pdf PDF
S06 36C10F25R0006 0004.pdf PDF
S02 36C10F25R0006 0003.pdf PDF
S06 36C10F25R0006 0002.pdf PDF
S06 36C10F25R0006 0001.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 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 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
S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 17.pdf PDF
S02 ATTACH Wage Determination St.Louis, MO - Heavy and Highway.pdf PDF
S02 ATTACH Wage Determination St.Louis, MO - Building.pdf PDF
S02 36C10F25R0006 Final.pdf PDF
S02 ATTACH VA 852-042 - JBNC Phase 1 - Specifications Vol 1.pdf PDF
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DRAINAGE AREA 4

8.641 ACRES

DRAINAGE AREA 5

9.560 ACRES

DRAINAGE AREA 3

8.219 ACRES

DRAINAGE AREA 2

1.490 ACRES

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SEDIMENT BASIN 2

SEDIMENT BASIN MIN. VOLUME: 7,623CF

BASIN ACTUAL VOLUME: 10,301 CF

REQUIRED SEDIMENT STORAGE: 2,678 CF

POND DEPTH: 6.0-FEET

DETENTION DEPTH: 5.0-FEET

BOTTOM OF BASIN ELEVATION: 464.00

OVERFLOW WEIR ELEVATION: 469.50

AVAILABLE FREEBOARD: 1.0-FEET

DIMS. AT BOTTOM OF POND: 15'x75' DIMS. AT TOP OF POND: 35'x95'

POND SLOPE: 2:1

SKIMMER SIZE: 3" SKIMMER W/ 1.25" ORIFICE AT

OUTFALL

OUTFALL PIPE: 8" PIPE UNDER BERM, DRAIN TO

RIP RAP OUTLET

ESTIMATED DE-WATERING TIME: 1.99 DAYS

SEDIMENT BASIN 3

SEDIMENT BASIN MIN. VOLUME: 33,002 CF

BASIN ACTUAL VOLUME: 55,000 CF

REQUIRED SEDIMENT STORAGE: 18,208 CF

POND DEPTH: 7.0-FEET

DETENTION DEPTH: 6.0-FEET

BOTTOM OF BASIN ELEVATION: 461.00

OVERFLOW WEIR ELEVATION: 469.00

AVAILABLE FREEBOARD: 1.0-FEET

DIMS. AT BOTTOM OF POND: 36'x142' DIMS. AT TOP OF POND: 64'x170'

POND SLOPE: 2:1

SKIMMER SIZE: 8" SKIMMER W/ 2.00" ORIFICE AT

OUTFALL

OUTFALL PIPE: 8" PIPE UNDER BERM, DRAIN TO

RIP RAP OUTLET

ESTIMATED DE-WATERING TIME: 2.48 DAYS

SEDIMENT BASIN 4

SEDIMENT BASIN MIN. VOLUME: 31,322 CF

BASIN ACTUAL VOLUME: 34,750 CF

REQUIRED SEDIMENT STORAGE: 15,554 CF

POND DEPTH: 8.0-FEET

DETENTION DEPTH: 7.0-FEET

BOTTOM OF BASIN ELEVATION: 461.00

OVERFLOW WEIR ELEVATION: 469.50

AVAILABLE FREEBOARD: 1.0-FEET

DIMS. AT BOTTOM OF POND: 24'x120' DIMS. AT TOP OF POND: 52'x148'

POND SLOPE: 2:1

SKIMMER SIZE: 8" SKIMMER W/ 2.00" ORIFICE AT

OUTFALL

OUTFALL PIPE: 8" PIPE UNDER BERM, DRAIN TO

RIP RAP OUTLET

ESTIMATED DE-WATERING TIME: 2.48 DAYS

SEDIMENT BASIN 5

SEDIMENT BASIN MIN. VOLUME: 35,285 CF

BASIN ACTUAL VOLUME: 41,000 CF

REQUIRED SEDIMENT STORAGE: 17,208 CF

POND DEPTH: 6.0-FEET

DETENTION DEPTH: 5.0-FEET

BOTTOM OF BASIN ELEVATION: 463.00

OVERFLOW WEIR ELEVATION: 469.50

AVAILABLE FREEBOARD: 1.0-FEET

DIMS. AT BASE OF POND: 35'x140' DIMS. AT TOP OF POND: 59'x164'

MAXIMUM 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: 2.07 DAYS

7 7

REMOVE STRUCTURE LID AND RISER,

EXCAVATE TO CREATE LOW SPOT,

AND CREATE LOW POINT FOR BASIN

OVERFLOW.

DRAINAGE AREA 4

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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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CONTROL MEASURES

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CONSTRUCTION FENCE

SILT FENCE

TREE PROTECTION

TEMPORARY DIVERSION

DITCH

DRAINAGE AREA LIMITS

SKIMMER AND OUTFALL

PIPE

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SLOPE DRAIN

INLET PROTECTION

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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

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C

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E

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A

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21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

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

NOVEMBER 18, 2024Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

07/08/2025

EROSION & SEDIMENT CONTROL

PLAN, PHS. 1 - SHT. 2 OF 8

JTKHJM

TOTAL PROJECT AREA = 39.78 AC

TOTAL DISTURBED AREA = 39.20 AC

TOTAL DRAINAGE AREA = 39.98 AC

MATCHLINE - SEE SHEET CG105

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CG108

CG104 CG105 CG106

CG101 CG102 CG103

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

GENERAL NOTES:

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AutoCAD SHX Text 22.3'

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RESTROOM FACILITY 1 STORY BLOCK ±1235 S.F.±14' HIGHNO ADDRESS POSTED

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AutoCAD SHX Text 1 STORY BLOCK OCTAGONAL BUILDING 9.5' LONG WALLS ±419 S.F.±14' HIGHNO ADDRESS POSTED

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AREA INLET TOP=468.59

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CURB INLET TOP=467.85

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CLEAN OUT

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WATER LID

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15' W ESMT. TO ST. LOUIS COUNTY WATER COMPANY BK. 8730, PG. 284

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SANITARY MH TOP=473.76

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RIM=467.3 INV=462.8

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10" VCP

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RIM=476.6 INV=469.6

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10" VCP

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8" VCP

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60" RCP

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60" RCP

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36" RCP

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36" RCP

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36" RCP

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RIM=469.4 INV=465.1 (ONLY 2 PIPES IN STRUCTURE)

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BORING 2

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AutoCAD SHX Text DIFFERENT SANITARY SEWER ALIGNMENTS PER AS-BUILT INFORMATION. NO FIELD EVIDENCE OBSERVED OF THESE PIPING CONNECTIONS OR ALIGNMENTS

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RIM=471.3 INV=466.3 FULL OF WATER & SEDIMENT

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RIM=471.3 INV=466.3 FULL OF WATER AND SEDIMENT

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BITUMINOUS CURB

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RIM=494.2 INV=477.8

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RIM=484.1 INV=469.9

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RIM=472.6 INV=463.9

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RIM=472.7 INV=466.2

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RIM=483.6 INV=479.0

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RIM=468.0 INV=464.5 N INV=464.5 S

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RIM=470.5 INV=466.7

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RIM=471.0 INV=467.4

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36" RCP

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ST LOUIS MSD

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EASEMENT

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HALSEY STREET (PRIVATE)(VARYING WIDTH)

AutoCAD SHX Text 487.94'(M)

AutoCAD SHX Text S 87°39'08" E

AutoCAD SHX Text 206.24'(M)

AutoCAD SHX Text S 88°21'39" E

AutoCAD SHX Text 59.01'(M)

AutoCAD SHX Text N 01°38'21" E

AutoCAD SHX Text 47.13'(M)

AutoCAD SHX Text S 87°51'37" E

AutoCAD SHX Text 100.1

AutoCAD SHX Text 18.1

AutoCAD SHX Text 15.7

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CG102

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DRAINAGE AREA 3

8.219 ACRES

DRAINAGE AREA 4

8.641 ACRES

DRAINAGE AREA 5

9.560 ACRES

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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.

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 CG106

M

AT

C H

LI

N

E

- S

EE

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

NOVEMBER 18, 2024Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

07/08/2025

EROSION & SEDIMENT CONTROL

PLAN, PHS. 1 - SHT. 3 OF 8

PROPERTY

LINE

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

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

GENERAL NOTES:

AutoCAD SHX Text

SLOVACEK BK 17637, PG 191 29H330241

AutoCAD SHX Text

LEIBACH BK 13229, PG 819 29H330285

AutoCAD SHX Text

FERGUSON BK 7823, PG 754 29H330331

AutoCAD SHX Text

BRADLEY BK 18925, PG 982 29H330373

AutoCAD SHX Text

HRASTICH BK 10315, PG 2152 29H330423

AutoCAD SHX Text

PAUREK BK 18728, PG 1659 29H330461

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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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PP

AutoCAD SHX Text W

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GRASS

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GRASS

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15' W ESMT. TO ST. LOUIS COUNTY WATER COMPANY BK. 8730, PG. 284

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UNDERGROUND WATER MARKER

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ROCK

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12" PVC

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10" PVC

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10" PVC

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10" PVC

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RIM=514.1 INV=505.7

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RIM=513.2 INV=504.3

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SPRINGS

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ROAD

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SYLVAN

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BORING 3

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GRILL

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BUMPER CURB (TYP)

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AM. WATER

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EASEMENT (ABANDONED)

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SEFEROVIC BK 16254, PG 1178 29H610059

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CONC.

AutoCAD SHX Text N 02°20' W(R)

AutoCAD SHX Text 1050.16'(R)(M)

AutoCAD SHX Text SYLVAN SPRINGS ROAD (50'w)(PUBLIC)

AutoCAD SHX Text WEST LAWN STREET (50'w.)(PUBLIC)

AutoCAD SHX Text N 03°09'04" W (M)

AutoCAD SHX Text 877.42'(M)

AutoCAD SHX Text S 03°09'04" E

AutoCAD SHX Text 738.94'(M)

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

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CG103

W x

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Wx WxWx

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

OMAR BRADLEY DR

OMAR BRADLEY DR

G x

G x

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UE x

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PL

SF

SF

SF

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SF

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SF

SF

SF

SF

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SF SF

DRAINAGE AREA 1

8.531 ACRES

5 6

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD

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

MATCHLINE - SEE SHEET CG101

M

AT

C H

LI

N

E

- S

EE

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

NOVEMBER 18, 2024Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

07/08/2025

EROSION & SEDIMENT CONTROL

PLAN, PHS. 1 - SHT. 4 OF 8

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

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

GENERAL NOTES:

AutoCAD SHX Text

FOM

AutoCAD SHX Text

GLM

AutoCAD SHX Text

GLM

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GLM

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GLM

AutoCAD SHX Text S

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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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26 1/2" DIA.

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IRR

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IRR

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IRR

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IRR

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IRR

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IRR

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MH 29H4-050S TP=517.19 FL=509.22

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MH 29H4-049S TP=515.80 FL=507.74

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8" VCP

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8" VCP

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8" VCP

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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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GI TP=486.04 FL=482.07

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GI 29H3-158D TP=486.04 FL=481.99

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GI 29H4-165D TP=486.41 FL=481.91

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GI 29H4-166D TP=486.36 FL=480.96

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GI TP=484.89 FL=479.46

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GI 29H4-170D TP=484.76 FL=479.19

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MH 29H3-159D TP=485.13 FL=479.68

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MH 29H4-167D TP=484.60 FL=478.10

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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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12" RCP

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12" RCP

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12" RCP

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12" PVC

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FL=481.63

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FL=479.51

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ASPHALT PAVING

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RED MAPLE

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CUCUMBER TREE

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SIGN

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GRAVEL OVER BITUMINOUS

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STORM MANHOLE

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SITE BENCHMARK #2

"L" ON SE CORNER OF HEADWALL

ELEV.=470.81

SDx SDx SDxSDx SDx SDx SDx SDx SDx

SDx SDx SDx

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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

LOD

LOD

LOD

LOD

LOD

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

MATCHLINE - SEE SHEET CG102

M

AT

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

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

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

NOVEMBER 18, 2024Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

07/08/2025

EROSION & SEDIMENT CONTROL

PLAN, PHS. 1 - SHT. 5 OF 8

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

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

GENERAL NOTES:

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

FOM

AutoCAD SHX Text

FOM

AutoCAD SHX Text

FOM

AutoCAD SHX Text

FOM

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 48"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 54"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 14-3/4"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 48"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 54"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 14-3/4"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 48"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 54"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 14-3/4"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text S

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

26 1/2" DIA.

AutoCAD SHX Text S

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

26 1/2" DIA.

AutoCAD SHX Text S

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

26 1/2" DIA.

AutoCAD SHX Text S

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

26 1/2" DIA.

AutoCAD SHX Text S

AutoCAD SHX Text

LID 2.21

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LID 2.21

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26 1/2" DIA.

AutoCAD SHX Text T

AutoCAD SHX Text S

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LID 2.21

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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

STONE WALL

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

CONC & STONE WALL

AutoCAD SHX Text

MH TP=489.11 FL=484.45

AutoCAD SHX Text

CI TP=476.70 FL=470.05

AutoCAD SHX Text

AI TP=481.55 FL=470.90

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

FL=472.02

AutoCAD SHX Text

FL=455.85

AutoCAD SHX Text

FL=458.85

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text

5'X10'RCB

AutoCAD SHX Text

FL=460.04

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

10"VCP

AutoCAD SHX Text

10"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

FL=449.94

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 48"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 54"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 14-3/4"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 48"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 54"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 1'-2 3/4"

AutoCAD SHX Text 14-3/4"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text 2'-0 1/2"

AutoCAD SHX Text S

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

26 1/2" DIA.

AutoCAD SHX Text S

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

LID 2.21

AutoCAD SHX Text

26 1/2" DIA.

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

WATER FAUCET

AutoCAD SHX Text

WATER FAUCET

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 E

AutoCAD SHX Text

SEC 1JJ B

AutoCAD SHX Text

SEC 1JJ A

AutoCAD SHX Text

WATER CONNECTION HOLE

AutoCAD SHX Text

AI TP=455.95 FL=451.63

AutoCAD SHX Text

AI TP=454.91 FL=451.66

AutoCAD SHX Text

MH TP=454.49 FL=438.13

AutoCAD SHX Text

15" RCP FL=451.54

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

5'X10' RCB

AutoCAD SHX Text

5'X10' RCB

AutoCAD SHX Text

GI TP=470.28 FL=466.40

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

CURB

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

DOGWOOD

AutoCAD SHX Text

DOGWOOD

AutoCAD SHX Text

GOLDEN RAIN

AutoCAD SHX Text

RED MAPLE

AutoCAD SHX Text

SILVER MAPLE

AutoCAD SHX Text

SASSAFRAS

AutoCAD SHX Text

BLACK CHERRY

AutoCAD SHX Text

WHITE OAK

AutoCAD SHX Text

BLACK OAK

AutoCAD SHX Text

NORTHERN RED OAK

AutoCAD SHX Text

COMMON HACKBERRY

AutoCAD SHX Text

MOCKERNUT HICKORY

AutoCAD SHX Text

WHITE OAK

AutoCAD SHX Text

COMMON HACKBERRY

AutoCAD SHX Text

ELM

AutoCAD SHX Text

GRAVE STONE (TYP)

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

AREA INLET TOP=468.59

AutoCAD SHX Text

CURB INLET TOP=500.94

AutoCAD SHX Text

UNDERGROUND CABLE MARKER

AutoCAD SHX Text

STORM MH TOP=489.32

AutoCAD SHX Text

STORM INLET TOP=476.93

AutoCAD SHX Text

UNDERGROUND CABLE MARKER

AutoCAD SHX Text

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

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

10"VCP

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

36" VCP

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

60" RCP

AutoCAD SHX Text R O A D

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

SPRINGS

AutoCAD SHX Text

SYLVAN

AutoCAD SHX Text

BORING 7

AutoCAD SHX Text 5'x10' RCB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text S H E R I D A N

AutoCAD SHX Text

RIM=468.8 INV=456.9

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

RIM=462.6 INV=457.9 W

AutoCAD SHX Text

RIM=462.5 INV=458.1 E

AutoCAD SHX Text

RIM=467.2 INV=461.0 N INV=453.9 S

AutoCAD SHX Text

RIM=466.8 INV=463.2 NE INV=463.2 SW

AutoCAD SHX Text

RIM=466.9 INV=463.5 NE INV=463.5 SW

AutoCAD SHX Text

INV=462.2

AutoCAD SHX Text

RIM=468.4 INV=458.4

AutoCAD SHX Text THIS SIDE OF THE BRIDGE IS CINDER BLOCKED OFF AND FILLED IN WITH THE 36" PIPE DISCHARGING UNDER THE BRIDGE

AutoCAD SHX Text

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

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

RIM=468.7 INV=461.1

AutoCAD SHX Text

STONE AND CONCRETE

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text

ST LOUIS MSD EASEMENT

AutoCAD SHX Text

AutoCAD SHX Text

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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

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text 2076.5'(R) 2078.04'(M)

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

BITUMINOUS CURB

AutoCAD SHX Text

BITUMINOUS CURB

AutoCAD SHX Text

BITUMINOUS CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

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

Gx Gx

Gx Gx

Gx

W x

SS

x

SS

x

SS

x

SS

x

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SSx

SS xSS x

SS

x

SS

x

SS

x

SS

x

SDx SDx

SDx

SDx SDx

SDx

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

UC x

UC x

UC x UC x

UC x

UC x

SS

x

SS

x

SS

x

SS

x

SS

x

SSx

G x

Gx Gx

Gx

Gx

W x

PL

PL

PL

PL

SS

x

SS

x

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

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DRAINAGE AREA 3

8.219 ACRES

1 4

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LODLOD

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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

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E

- S

EE

S

H

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T C

G

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

JG&A

Corp. License FL001428603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY SYLVAN SPRINGS

DEVELOPMENT ON NEW LAND

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

NOVEMBER 18, 2024Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

07/08/2025

EROSION & SEDIMENT CONTROL

PLAN, PHS. 1 - SHT. 6 OF 8

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

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

GENERAL NOTES:

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

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PIN OAK

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PIN OAK

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RED OAK

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RED OAK

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AMERICAN HOLIDAY

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AMERICAN HOLIDAY

AutoCAD SHX Text

PIN OAK

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PIN OAK

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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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CURB INLET TOP=500.94

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ROCK

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ASPHALT

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UNDERGROUND CABLE MARKER

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STORM MH TOP=489.32

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RIM=512.2 INV=502.4

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RIM=508.1 INV=499.9

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12" PVC

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12" PVC

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BORING 8

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CONCRETE CURB

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GRAVEL OVER BITUMINOUS

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POINT OF BEGINNING

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CG106

W x

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SS

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SDx SDx

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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

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

NOVEMBER 18, 2024Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

852-042 ofDwg.

Atriax Pllc 703 Main Avenue S.W.

Hickory, NC 28602 828-315-9962 Corp. License - 2019014628

1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com

CONSULTANT

BID DOCUMENTS

MSD PROJECT NUMBER 24MSD-00322

MSD BASE MAP: 29-H

07/08/2025

EROSION & SEDIMENT CONTROL

PLAN, PHS. 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

Docusign Envelope ID: 1BA9151A-8F27-4B9F-B284-54CC709273A4

GENERAL NOTES:

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LID 2.21

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26 1/2" DIA.

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26 1/2" DIA.

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LID 2.

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