Attachment 2_JBNC Correct FCA Deficiencies-Bid Docs_Part1 852CM3042.pdf

PDF 14 MB Posted Jul 16, 2024

Attached to: Y1PZ--852CM3042 Jefferson Barracks Correct FCA Deficiencies (VA-24-00069437)
Solicitation number: 36C78624B0027
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Jul 16, 2024

This document is an Attachment to a solicitation for the Correction of FCA Deficiencies at the Jefferson Barracks National Cemetery. The solicitation is a Firm-Fixed Price Construction contract with a period of performance of 180 calendar days. The NAICS code is 237990 Other Heavy and Civil Engineering Construction, with a size standard of $39.5 Million. This procurement is a 100% Set-Aside for Service-Disabled Veteran Owned Small Businesses (SDVOSBs), and only verified SDVOSB firms are eligible to submit offers. The disclosed magnitude of the project is between $1,000,000 and $5,000,000. The work includes general conditions, pavement and building repairs, grading, storm sewer, HVAC replacement, and other construction activities. Contractors must be registered in SAM.gov and the Vendor Information Pages (VIP) at VetBiz.gov prior to the due date for proposals. The Contracting Officer for this solicitation is Shane Hilts.

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Other files

File	Type	Posted
S02_Site Visit Sign In FCA Deficiencies 852CM3042.pdf	PDF	Aug 19, 2024
S06_36C78624B0027 0002.pdf	PDF	Aug 16, 2024
S06_36C78624B0027 0001.pdf	PDF	Jul 23, 2024
S02_36C78624B0027 JBNC Correct FCA Deficiencies 7.16.2024.pdf	PDF	Jul 16, 2024
Attachment 1_SOW 852CM3042 JBNC Correct FCA Deficiencies.pdf	PDF	Jul 16, 2024
Attachment 4_JBNCCorrect FCA Deficiencies-BD Specs 852CM3042.pdf	PDF	Jul 16, 2024
Attachment 3_JBNC Correct FCA Deficiencies-Bid Docs_Part2 852CM3042.pdf	PDF	Jul 16, 2024

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

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A M

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

DEPARTMENT OF VETERANS AFFAIRS

JEFFERSON BARRACKS NATIONAL CEMETERY

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, LAND SURVEY, CIVIL ENGINEERING,

MECHANICAL ENGINEERING, ELECTRICAL ENGINEERING,

ARCHITECT

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: JOE LUCHT, PROJECT MANAGER

PHONE: (763) 412-4000

TERRACON CONSULTANTS, INC.

GEOTECHNICAL ENGINEER

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

CONTACT: TRAVIS KASSEBAUM

PHONE: (314)-692-5195

VICINITY MAP LOCATION MAPN.T.S. N.T.S.

SHEET INDEX

PROJECT LOCATION

Sheet Index Sheet Number Sheet Title

GI101 COVER

VF101 EXISTING CONDITIONS

B-101 GEOTECHNICAL BORING LOCATIONS

B-102 GEOTECHNICAL BORING LOGS

O-101 CONSTRUCTION ACCESS AND PHASING PLAN

D-101 DEMOLITION PLAN

CS101 SITE PLAN

CS401 MAINTENANCE BUILDING ENLARGEMENT

CG001 STORM WATER POLLUTION PREVENTION PLAN

CG002 STORM WATER POLLUTION PREVENTION PLAN

CG101 GRADING AND EROSION CONTROL PLAN

CG401 BUILDING 3001 GRADING AND DRAINAGE PLAN

CS501 CIVIL SITE DETAILS

CS502 CIVIL SITE DETAILS

3001-AS 1 GENERAL NOTES, FLOOR PLAN, PARTIAL CEILING PLAN, DETAILS

3001-AS-2 LIFE SAFETY PLAN, FINISH SCHEDULE, ROOF PLAN, DETAILS

3001-MV000 VENTILATION COVERSHEET

3001-MV111 VENTILATION FLOOR PLAN

3001-MV401 VENTILATION DIAGRAMS

3001-EP101 ELECTRICAL FLOOR PLAN

3001-EP500 ELECTRICAL DETAILS

3001-EP600 ELECTRICAL SCHEDULES

COVER

GI101

EB SL

2900 SHERIDAN ROAD, SAINT LOUIS, MISSOURI 63125

CORRECT FCA DEFICIENCIES

VA PROJECT NO. 852CM3042

SHERIDAN ROAD

O M

LEY D

MIRAVALLE DR

HIGHWAY 255

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GARY R JOHNSON

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NUMBER PE-2012005390

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

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KEY MAP N.T.S.

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

DO DO

EXISTING CONDITIONS

VF101

AutoCAD SHX Text B I T U M I N O U S

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EDGE OF BITUMINOUS

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

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RIM=476.7

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E.INV.=471.8

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W.INV.=470.0

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S.INV.=470.0

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12" RCP

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RIM=481.6

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INV.=470.9

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12" RCP

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12" RCP

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CONCRETE CURB

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12" RCP

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LANDSCAPING

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LANDSCAPING

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SHERIDAN ROAD

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NO.70000

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CONCRETE CURB

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CONCRETE CURB

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AutoCAD SHX Text G R A V E L

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EDGE OF GRAVEL

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12" RCP

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12" RCP

AutoCAD SHX Text

RIM=463.5

AutoCAD SHX Text

N.INV.=458.3

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S.INV.=458.3

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BUILDING

AutoCAD SHX Text

RIM=454.6

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RIM=454.9

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INV.=451.7

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RIM=456.8

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N.INV.=451.6

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S.INV.=451.3

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12" RCP

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RIM=455.1

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INV.=442.8

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RIM=454.3

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INV.=440.9

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8" SANITARY (LINE ABANDONED PER PLANS)

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10" SANITARY

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12" SANITARY

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RIM=453.5

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N.INV.=447.6

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12" RCP

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W.INV.=447.3

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RIM=453.1

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E.INV.=446.0

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12" RCP

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RIM=452.6

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S.INV.=436.6

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N.INV.=436.6

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E.INV.=446.7

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W.INV.=448.8

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12" RCP

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RIM=452.6

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INV.=449.0

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RIM=448.9

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INV.=445.1

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RIM=449.0

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NE.INV.=445.0

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INV.=435.0

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15" RCP

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CONCRETE STRUCTURE NOT A PIPE

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CONCRETE STRUCTURE NOT A PIPE

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CONCRETE STRUCTURE NOT A PIPE

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15" RCP

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12" SANITARY

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12" SANITARY

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12" RCP

AutoCAD SHX Text

RIM=453.3

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INV.=449.3

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12" RCP

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RIM=453.9

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INV.=450.1

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RIM=453.2

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NW.INV.=449.1

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PLASTIC DRAIN PIPE

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PLASTIC DRAIN PIPE

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SE.INV.=449.5

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RIM=458.7

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NE.INV.=451.9

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W.INV.=451.5

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15" RCP

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15" RCP

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15" RCP

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12" RCP

AutoCAD SHX Text

RIM=453.4

AutoCAD SHX Text

E.INV.=449.5

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RIM=453.0

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SE.INV.=448.8

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N.INV.=450.1

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NW.INV.=448.7

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SW.INV.=448.6

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

RIM=460.9

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N.INV.=457.6

AutoCAD SHX Text

S.INV.=453.2

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

RIM=453.7

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INV.=449.5

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RIM=453.0

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E.INV.=447.8

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N.INV.=447.8

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18" RCP

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RIM=451.5

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W.INV.=444.7

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RIM=451.5

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RIM=452.6

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INV.=439.9

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RIM=450.4

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RIM=453.1

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W.INV.=443.0

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RIM=451.5

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BUILDING NO. 3001

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BUILDING NO. 3002

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BUILDING NO. 3003

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

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OVERHANG

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OVERHANG

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BUILDING

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BUILDING WASH BAY

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RIM=454.3

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FUEL TANK

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FUEL LINE

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OVERHANG

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DRAIN

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ENTRY ELEV.=454.7

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ENTRY ELEV.=454.3

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ENTRY ELEV.=454.2

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BENCHMARK: TOP NUT OF HYDRANT ELEVATION=455.74 FEET.

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NO.70042

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ENTRY ELEV.=454.2

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MATCH LINE

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MATCH LINE

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HHE

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HHC

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HHW

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GAS

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AIR CONDITIONER

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AREA DRAIN

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CATCH BASIN

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CLEAN OUT

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COMMUNICATION PEDESTAL

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CONTROL POINT

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CULVERT

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ELECTRIC BOX

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FLAG POLE

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GAS METER

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GUARD POST

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HANDHOLE

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HANDHOLE COMMUNICATIONS

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HANDHOLE ELECTRIC

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HANDHOLE WATER

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HYDRANT

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IRRIGATION CONTROL BOX

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IRRIGATION CONTROL VALVE

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LIGHT POLE

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MANHOLE

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POWER POLE

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POWER POLE ANCHOR

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ROOF DRAIN

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SANITARY MANHOLE

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SEMAPHORE

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SIGN

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STORM MANHOLE

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WATER VALVE

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CONIFEROUS TREE

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DECIDUOUS TREE

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COMMUNICATION

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FENCE

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GAS MAIN

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SANITARY SEWER

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STORM SEWER

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CONCRETE SURFACE

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RIP-RAP

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WALL

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GAS VALVE

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COMMUNICATION MANHOLE

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LEGEND

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LIGHT BOLLARD

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SCALE IN FEET

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DEPARTMENT OF VETERANS AFFAIRS

AutoCAD SHX Text PROPERTY LOCATION: 2900 Sheridan Road, St. Louis, Missouri.

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SURVEY FOR:

AutoCAD SHX Text I hereby certify that all information indicated on this drawing was obtained or verified by actual measurements in the field, and that every effort has been made to furnish complete and accurate information.

AutoCAD SHX Text by:

AutoCAD SHX Text Dated: October 26, 2023

AutoCAD SHX Text The horizontal datum and bearings are based on the Missouri State Plane, East Zone, U.S. feet, Coordinate System NAD83 (2011).

AutoCAD SHX Text The vertical datum is NAVD 88. The site bench mark is the top nut of hydrant (depicted hereon). Elevation = 455.74 feet.

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NOTES:

AutoCAD SHX Text The location and extent of underground utilities, if shown, are based upon above ground evidence. Exclusive of excavation, there is no guarantee as to the accuracy or the completeness of this information. The size and location should be considered approximate. Additional underground utilities may be present. Verification of the existence and location of all utilities should be obtained from the utility owners prior to any planning or design. In accordance with State Statute, the location of utilities shall be confirmed prior to any demolition or construction.

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AutoCAD SHX Text The tree information shown hereon was collected during the field survey by non-forestry trained Anderson Engineering of Minnesota survey personnel. Tree sizes are estimates and locations are accurate to plus or minus three feet.

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AutoCAD SHX Text Nicholas Hillmer Missouri License No. 2013000043

AutoCAD SHX Text Anderson Engineering of Minnesota, LLC

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POINT NO.

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NORTHING

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EASTING

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ELEVATION

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DESCRIPTION

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SET 1/2 INCH PIPE WITH CAP

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SET 1/2 INCH PIPE WITH CAP

AutoCAD SHX Text 70000

AutoCAD SHX Text 971433.13

AutoCAD SHX Text 879821.58

AutoCAD SHX Text 473.46

AutoCAD SHX Text 70042

AutoCAD SHX Text 970915.03

AutoCAD SHX Text 879690.49

AutoCAD SHX Text 454.68

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SURVEY CONTROL SCHEDULE

STAIRS

BUILDING

MIRAVALLE DR

470 475

456 457 458 459

471 472 473 474

6 45

7 45 8 459

461 462 463

466 46 7 46

45545

SHERIDAN ROAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

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A M

KEY MAP N.T.S.

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

LEGEND

0 30' 60' N

GEOTECHNICAL

BORING LOCATIONS

B-101

MATCH LINE

SCALE:1

GEOTECHNICAL BORING LOCATIONS

1"=30'

SCALE:2

GEOTECHNICAL BORING LOCATIONS

1"=30'

X BORING LOCATION

EB SL

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STAIRS

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BORING 8

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BORING 10

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BORING 8

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BORING 9

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BORING 7

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BORING 6

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BORING 5

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BORING 4

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BORING 3

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BORING 1

BORING 2

GEOTECHNICAL

BORING LOGS

B-102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

:\u se rs \e br od m ar kl e\ de sk to p\ ne w lo go

\v as he et x4

2-ne w lo go -2

dw eb ro dm ar kl d:

lo t:1 /1

A M

KEY MAP N.T.S.

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

EB SL

NOTE: REFER TO GEOTECHNICAL REPORT IN PROJECT

SPECIFICATION FOR COMPLETE GEOTECHNICAL

INFORMATION.

STAIRS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

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\v as he et x4

2-ne w lo go -2

dw eb ro dm ar kl d:

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A M

KEY MAP N.T.S.

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

LEGEND

CONSTRUCTION ACCESS ROUTE

CONTRACT - OPTION 1 REMOVE &

REPLACE CONCRETE CURB & GUTTER

CONTRACT - OPTION 2 MILL & OVERLAY

CONTRACT - BASE BID

0 50' 100' N

CONSTRUCTION ACCESS

AND PHASING PLAN

O-101

NOTES

1) DESIGNATED PHASED BOUNDARIES FOR THE PHASED

WORK SHALL COMMENCE IN SEQUENTIAL ORDER.

CONSTRUCT WORK WITHIN A DESIGNATED BOUNDARY

PHASE PRIOR TO COMMENCING WORK IN ANY OTHER PHASE.

2) WITHIN PHASE 1 AREAS, CONTRACTOR SHALL PROVIDE

CONCRETE STRENGTH TEST RESULTS MEETING A MINIMUM

OF 3,500 PSI BEFORE COMMENCING ANY WORK ON

FOLLOWING SUB PHASES OF PHASE 1. FOLLOWING

SUCCESSFUL 3,500 PSI TEST OF A GIVEN PHASE AND COR

APPROVAL CONTRACTOR SHALL HANDOVER THE AREA TO

THE CEMETERY FOR USE. CONTRACTOR IS ONLY PERMITTED

TO BEGIN WORK ON FOLLOWING SUB PHASES OF PHASE 1

FOLLOWING COR APPROVAL, TEST RESULTS ABOVE 3,500

PSI, AND COMPLETED HANDOFF TO CEMETERY. ALL SUB

PHASES OF PHASE 1 WILL REQUIRE FINAL ACCEPTANCE AND

TEST RESULTS ACHIEVING 5,000 PSI CONCRETE STRENGTH

AND OTHER CONDITIONS AS REQUIRED IN THE

SPECIFICATIONS.

3) BITUMINOUS PHASE 3 SHALL COMMENCE DURING

NON-CEMETERY OPERATIONAL HOURS. COORDINATE WITH

COR FOR AN ACCEPTABLE CONSTRUCTION SCHEDULE.

4) CONTRACTOR TO PROVIDE COMPLETE ACCESS TO

CEMETERY ROADS FOR CEMETERY STAFF DURING

CONSTRUCTION. PROVIDE GRAVEL SURFACING FOR PHASE

3A AND 3B BETWEEN REMOVALS AND NEW PAVING

OPERATIONS.

5) CONTRACTOR SHALL RESTORE THE GRAVEL ACCESS

DRIVE FROM SHERIDAN ROAD TO OMAR BRADLEY DRIVE TO

ITS ORIGINAL CONDITION FOLLOWING CONSTRUCTION.

SHERIDAN ROAD

PHASING

PHASE 1A

PHASE 1B

PHASE 1C

PHASE 1D

PHASE 2

PHASE 3A

PHASE 3B

PHASE 4

MIRAVALLE DR

CONTRACT - OPTION 1

CONTRACT - OPTION 2

O M

AR BRADLEY DR

GRAVEL ACCESS DRIVE

EB SL

PHASE 4

PHASE 3B

PHASE 2 PHASE 1C

PHASE 1B

PHASE 1A

PHASE 1D

PHASE 2

PHASE 3A

CONTRACT - OPTION 2

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

GARY R JOHNSON

NUMBER PE-2012005390

BUILDING

MIRAVALLE DR

470 475

456 457 458 459

471 472 473 474

6 45

7 45 8 459

461 462 463

466 46 7 46

45545

SHERIDAN ROAD

473 474 476 477

75.25'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

:\u se rs \e br od m ar kl e\ de sk to p\ ne w lo go

\v as he et x4

2-ne w lo go -2

dw eb ro dm ar kl d:

lo t:1 /1

A M

KEY MAP N.T.S.

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

LEGEND

0 30' 60' N

DEMOLITION

PLAN

D-101

MATCH LINE

SCALE:1

DEMOLITION PLAN

1"=30'

SCALE:2

DEMOLITION PLAN

1"=30'

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING UNDERGROUND

ELECTRIC

EXISTING COMMUNICATIONS

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE ASPHALT PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE CURB & GUTTER -

CONTRACT - OPTION 1

FULL DEPTH SAW CUT

INLET PROTECTION 1

INLET PROTECTION 2

SILT FENCE

SCALE:1.1

ENLARGEMENT

1"=10'

KEY NOTES

PROTECT EXISTING BOLLARDS

DISCONNECT AND STORE A/C UNIT IN THE LOCATION

DIRECTED BY THE COR, SEE SHEET 3001-MV111.

REMOVE CONCRETE EQUIPMENT PAD

REMOVE CATCH BASIN, DRAIN TILE AND RIP RAP

CONTRACTOR ACCESS TO BUILDING 3001 SITE WORK.

PROTECT EXISTING CONCRETE PAVEMENT, CURBS,

FENCING AND BOLLARDS.

PROTECT RETAINING WALL. ANY DAMAGE TO

RETAINING WALL SHALL BE REPAIRED AT

CONTRACTORS EXPENSE.

NOTES

1) ALL CURB & GUTTER NOT SHOWN AS REMOVED

SHALL REMAIN IN PLACE. ANY DAMAGE TO EXISTING

CURB & GUTTER DURING PAVEMENT REMOVALS OR ANY

CONSTRUCTION ACTIVITY SHALL BE REMOVED AND

REPLACED AT THE CONTRACTORS EXPENSE.

2) PHASE DEMOLITION IN ACCORDANCE WITH PHASING

PLAN. SEE SHEET O-101. ANY DEMOLITION WORK

COMPLETED OUTSIDE OF A DESIGNATED PHASE SHALL BE

APPROVED AND COORDINATED WITH COR IN WRITING.

3) INSTALL TEMPORARY TRAFFIC CONTROL BARRIERS

AT ALL ROADWAY EGRESS AND INGRESS OF THE

PROJECT AREA WHERE WORK IS COMMENCING.

COORDINATED WITH COR AND CEMETERY STAFF FOR

LOCATIONS.

1 1

3 2

TYP.

SEE

CONTRACT - OPTION 1

TO REMOVE AND REPLACE

CURB & GUTTER

CONTRACT - OPTION 1

TO REMOVE AND REPLACE

CURB & GUTTER

EB SL

1.1 D-101

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

GARY R JOHNSON

BUILDING

MIRAVALLE DR

6.18'

9' TYP.

18'

18' TYP.

4.43'

5.35'

1.82'

SHERIDAN ROAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

:\u se rs \e br od m ar kl e\ de sk to p\ ne w lo go

\v as he et x4

2-ne w lo go -2

dw eb ro dm ar kl d:

lo t:1 /1

A M

KEY MAP N.T.S.

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

LEGEND

NEW ROADWAY ASPHALT PAVEMENT,

SEE DETAIL 8/CS501

NEW PARKING ASPHALT PAVEMENT,

SEE DETAIL 9/CS501.

NEW CONCRETE PAVEMENT, SEE

DETAIL 7/CS502.

NO PARKING ZONE

HANDICAP STALL DESIGNATION

NEW CURB & GUTTER

CONTRACT - OPTION 1

INLET PROTECTION 1

INLET PROTECTION 2

CONTROL JOINT

EXPANSION JOINT

0 30' 60' N

SITE PLAN

CS101

KEY NOTES

4" BLUE PARKING LOT STALL STRIPING

4" YELLOW PARKING STALL STRIPING (TYPICAL)

4" WHITE PARKING STALL STRIPING (TYPICAL)

6' X 6' CONCRETE PAD. INSTALL SALVAGED AIR

CONDITIONING UNIT. SEE DETAIL 1/CS502.

SEE STREET CROSS SECTIONS ON SHEET CS502.

HANDICAP PARKING SIGN. SEE DETAIL 3/CS502

VAN ACCESSIBLE HANDICAP PARKING SIGN

NO PARKING ACCESS ISLE SIGN

CONSTRUCTION SIGN

SAFETY SIGN

SEE ADA DETAIL 2/CS502

MATCH LINE

SCALE:1

SITE PLAN

1"=30'

SCALE:2

SITE PLAN

1"=30'

CONTRACT - OPTION 1

REMOVE AND REPLACE

CURB & GUTTER

CONTRACT - OPTION 1

REMOVE AND REPLACE

CURB & GUTTER

B B'

NOTES

1) INSTALL EXPANSION JOINTS BETWEEN NEW

CONCRETE PAVEMENT AND EXISTING CONCRETE

PAVEMENTS AND WALLS.

D D'

EB SL

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

GARY R JOHNSON

BUILDING

LEGEND

NEW ROADWAY ASPHALT PAVEMENT

NEW PARKING ASPHALT PAVEMENT

NEW CONCRETE PAVEMENT

INLET PROTECTION 1

INLET PROTECTION 2

CONTROL JOINT, SEE DETAIL 4/CS502.

EXPANSION JOINT, SEE DETAIL 4/CS502.

CONSTRUCTION JOINT, SEE DETAIL

4/CS502

0 10' 20' N

MAINTENANCE BUILDING

ENLARGEMENT

CS401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

:\u se rs \e br od m ar kl e\ de sk to p\ ne w lo go

\v as he et x4

2-ne w lo go -2

dw eb ro dm ar kl d:

lo t:1 /1

A M

KEY MAP N.T.S.

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

KEY NOTES

4" YELLOW PARKING STALL STRIPING (TYPICAL)

6' X 6' CONCRETE PAD. SEE DETAIL 1/CS502. SEE SHEET

3001-MV111 FOR AIR CONDITIONING REQUIREMENTS.

SCALE:1

MAINTENACE ENLARGEMENT PLAN

1"=10'

NOTES

1) INSTALL EXPANSION JOINTS BETWEEN NEW CONCRETE

PAVEMENT AND EXISTING CONCRETE PAVEMENTS AND

WALLS.

PHASE 1D

PHASE 1C

PHASE 1B

PHASE 1A

EB SL

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

GARY R JOHNSON

PROJECT DESCRIPTION/LOCATION

JEFFERSON BARRACKS IS LOCATED IN THE CITY OF ST. LOUIS IN ST. LOUIS BOUNDED ON

SHERIDAN ROAD AND GENTRY ROAD. THE PROPERTY EXTENDS GENTRY ROAD AND MIRAVALLE

DRIVE, LOCATED IN THE METROPOLITAN ST. LOUIS SEWER DISTRICT. THE PROPOSED SITE

ENCOMPASSES 1.39 ACRES.

THE PLANNED SCOPE OF THE PROJECT INCLUDES:

· THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR GRADING OF

THE SITE FOR THE INSTALLATION OF UTILITIES AROUND BUILDING 3001, AND ANY

GRADING OF THE ROAD.

· GRADING AS REQUIRED FOR THE INSTALLATION OF THE STRUCTURES, ROADS, AND

PARKING LOTS.

· THE CONSTRUCTION OF A [PERMANENT STORM WATER FEATURE.

· INSTALLATION OF STORM SEWER.

· PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH ROAD, AND CURB & GUTTER

(OPTION 1)

RECEIVING WATERS

THESE WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND

RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING

WATERS, THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALL

AREAS OF THE SITE.

SOIL TYPES

SOIL TYPES TYPICALLY FOUND ON THIS PROJECT RANGE FROM LEAN CLAY TO FAT CLAY. PER

SOIL BORINGS TAKEN BY TERRACON DATED 12/12/2023. TERRACON REPORT IS TO BE KEPT ON

SITE AS PART OF THE SWPPP AND IS TO BE MADE AVAILABLE UPON REQUEST.

LONG TERM MAINTENANCE AND OPERATION

VETERAN AFFAIRS HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE CITY OF ST.

LOUIS THAT IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING MAINTENANCE, AND

HOW RESPONSIBILITY WILL BE PRIVATELY MAINTAINED.

PROJECT PERSONNEL AND TRAINING

THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE CERTIFIED IN THE DESIGN OF

CONSTRUCTION SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.

PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS

KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND

SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR

WILL WORK WITH THE PROJECT ENGINEER / SWPPP DESIGNER TO OVERSEE THE

IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF

THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER

CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA.

PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK WILL NOT BE

ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE

PROJECT ENGINEER.

PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR

THAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2 CERTIFIED

INSTALLERS. PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK

WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO

THE PROJECT ENGINEER.

CHAIN OF RESPONSIBILITY

THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS

RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL

TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. THE

CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO

ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE

CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL

STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.

PROJECT CONTACTS

THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION,

INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS

BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS

BEEN FILED.

*CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES

05/24/2026

SITE INSPECTION AND MAINTENANCE

CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE

PERSON RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.

INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING

ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5

INCHES WITHIN A 24 HOUR TIME FRAME. INSPECT ALL TEMPORARY AND PERMANENT WATER

QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE

HAS UNDERGONE FINAL STABILIZATION AND THE N.O.T. HAS BEEN SUBMITTED. INSPECT

SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT

DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF

TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF

OFF SITE SEDIMENT ACCUMULATION.

RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT

INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER.

FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITE

INSPECTIONS AT A MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS).

INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:

A. DATE AND TIME OF INSPECTIONS

B. NAME OF PERSONS CONDUCTING INSPECTIONS

C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS

D. CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING

MAINTENANCE ACTIVITIES

E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS

F. DOCUMENTS AND CHANGES MADE TO THE SWPPP

REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS IN THE TIME PROVIDED BELOW:

A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES

NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE

REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.

B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL

OR SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETE

REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.

C. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS

ONCE THE SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN

72 HOURS OF DISCOVERY.

D. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING

DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZE ANY

AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL

AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND

SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS.

E. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24

HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO

MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING.

F. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL

STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE

MPCA.

AREA SUMMARY

SPECIAL SITE NOTES

IF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT, HYDROLOGIC AND WATER QUALITY

MODELING DATA IS AVAILABLE UPON REQUEST.

THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS

UPON REQUEST BY THE MPCA AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:

· SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS.

· IMPLEMENT THE SWPPP.

· OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE

SWPPP.

· IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.

· CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN

LOGS AS PERMIT REQUIRES.

· IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD

THEM.

· IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.

· ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.

· FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.

AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR

ASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.

PERMITS

THE FOLLOWING PERMITS APPLY TO THIS PROJECT:

NOTE: IF THE 25' BUFFERS ARE MAINTAINED FROM THE WETLANDS, ADDITIONAL PERMITS WILL

NOT BE REQUIRED.

LOCATION OF SWPPP REQUIREMENTS

THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES

WITHIN THE PLAN SET.

SWPPP AMENDMENTS

A QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE

OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE

REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.

PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS

NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE

IS A CHANGE IN DESIGN, CONSTRUCTION OPERATION, MAINTENANCE, WEATHER, OR SEASONAL

CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE

WATERS OR GROUNDWATER.

PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS

NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER

INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA

OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY

MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE

DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCE OR THE SWPPP IS NOT

CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.

STABILIZATION TIME FRAMES

ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THE

PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL

STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A

DENSITY OF 70% OVER THE ENTIRE DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALL

TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE

REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF

CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE.

1. INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR

PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN

THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR

MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES

WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE

NOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION REQUIREMENT.

2. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT

ACCEPTABLE STABILIZATION METHODS IN THESE AREAS.

3. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING

PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES

IN THE NPDES PERMIT.

4. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL

BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THE

SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS:

A. SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED

MIXTURE SPECIFIED IN SPECIFICATION SECTION 32 90 00.

B. SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH

SEED MIXTURE SPECIFIED IN SPECIFICATION SECTION 32 90 00.

C. MULTI YEAR CONSTRUCTION SPECIFIED IN SPECIFICATION SECTION 32 90 00.

5. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO

BE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.

STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2

CONTACT INFORMATION

ORGANIZATION CONTACT NAME PHONE

DEPARTMENT OF VETERAN AFFAIRS SHANE HILTS [#]

ANDERSON ENGINEERING (SWPPP DESIGN) SARAH LARSON 763-412-4000

[CONTRACTOR] [CONTRACTOR NAME] [#]

ACREAGE SUMMARY

AREA ACRES

PROPERTY 331

DISTURBED 1.39

IMP. PRE-CONSTRUCTION 1.26

IMP. POST-CONSTRUCTION 1.26

NEW IMP. 0.00

PERVIOUS AT COMPLETION 0.13

AGENCY TYPE OF PERMIT PERMIT # AND DATES

CITY OF ST. LOUIS GRADING PERMIT [#]

CITY OF ST. LOUIS BUILDING PERMIT [#]

AREA TIME FRAME NOTES

LAST 200 LINEAL FEET OF DRAINAGE

DITCH OR SWALE

WITHIN 24 HOURS OF CONNECTION TO

SURFACE WATER OR PROPERTY EDGE

1, 2, 3

REMAINING PORTIONS OF DRAINAGE

DITCH OR SWALE 7 DAYS 1, 3

PIPE AND CULVERT OUTLETS 24 HOURS

STOCKPILES 7 DAYS 1

WATERS WITHIN 1 MILE RADIUS

NAME OF WATER

BODY

TYPE (LAKE,

RIVER,

WETLAND,

DITCH, ETC)

APPENDIX A

SPECIAL WATER

(YES OR NO)

IMPAIRED

WATER WITHIN 1

MILE OF

PROJECT SITE

(YES OR NO)

APPROVED

TMDL

RECEIVING

WATERS

(YES OR NO)

MISSISSIPPI RIVER NO NO NA NO

PROJECT

SITE

1-MILE

RADIUS

AROUND

PROJECT

MISSISSIPPI

RIVER

STORMWATER POLLUTION

PREVENTION PLAN 1

CG001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

:\u se rs \e br od m ar kl e\ de sk to p\ ne w lo go

\v as he et x4

2-ne w lo go -2

dw eb ro dm ar kl d:

lo t:1 /1

A M

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

EB SL

AutoCAD SHX Text

GARY R JOHNSON

GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY

1. CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE

SWPPP AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THE

SWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES.

2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR

CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR

AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE

MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DEWATERING, AND AS

REQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN

WRITING. ALLOW A MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITE

MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE

MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE

ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE

UNTIMELY SUBMITTAL.

3. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION

CONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT

PRACTICABLE.

4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.

5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT

TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES

NECESSARY TO DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS, OBTAIN WRITTEN

PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL

NATURAL BUFFERS SHOWN ON THE PLANS.

6. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE.

PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP

CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.

7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE

VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.

8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS

NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE

SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIES

COMMENCE.

9. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP

GRADIENT OF ANY BUFFER ZONES BEFORE UP GRADIENT LAND DISTURBING ACTIVITIES

BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND

THE SITE IS STABILIZED.

10. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY

SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO

SURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.

11. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET

FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL

BUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES.

12. FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY.

INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETER

CONTROL BMP ON LAND IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED.

13. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF

CONSTRUCTION.

14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO

PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITS

OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN

EVIDENCE OF TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT AN

ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND

MAINTENANCE. CONSTRUCTION EXITS ARE INCIDENTAL.

15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS

WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE

SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE

TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS

OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS

REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY

SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND DISTURBING

ACTIVITY IS COMPLETED.

16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.

17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING

PURPOSES.

POLLUTION PREVENTION

1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.

2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS,

PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND

LANDSCAPE MATERIALS UNDER COVER WITH SECONDARY CONTAINMENT.

3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS

MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO

THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE.

STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL,

DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD

PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS

WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY.

4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.

5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR

KNOCKED OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE.

6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE.

USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALS

FROM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A

SPILL KIT AT EACH LOCATION THAT VEHICLES AND EQUIPMENT ARE FUELED OR MAINTAINED

AT.

7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN

RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHER

EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND

EQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON THE SITE.

8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY

WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND

OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT

CONTACT THE GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT IN

RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA.

9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN

THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL

SITE. SUBMIT PLAN TO THE ENGINEER.

10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR

PLACEMENT OF BITUMINOUS GRINDINGS, CUTTING, MILLINGS, AND OTHER BITUMINOUS

WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER

CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES.

11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST,

PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE,

DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING

STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES.

USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND

PLANING WASTE FROM LEAVING SITE AND FROM ENTERING STORMWATER CONVEYANCE

SYSTEMS INCLUDING DITCHES AND CULVERTS.

RECORD RETENTION

THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT

ON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG

WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF

TERMINATION (NOT):

1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT.

2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION

3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS THAT HAVE BEEN

IMPLEMENTED INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER

BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND

4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT

STORMWATER MANAGEMENT SYSTEMS.

SWPPP SCHEDULE OF INSTALLATION & MAINTENANCE

DESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS

[IF APPLICABLE, DESCRIBE PERMANENT STORMWATER TREATMENT SYSTEM]

CALCULATIONS FOR TEMPORARY & PERMANENT STORMWATER TREATMENT

SYSTEMS

[INCLUDE CALCULATIONS FOR TEMPORARY / PERMANENT STORMWATER SYSTEM]

CHEMICAL TREATMENT SYSTEMS

[IF APPLICABLE, DESCRIBE ANY SPECIFIC CHEMICALS AND CHEMICAL TREATMENT SYSTEMS

USED FOR ENHANCING THE SEDIMENTATION PROCESS AND HOW IT ACHIEVED COMPLIANCE

WITH 9.18]

SITE ASSESSMENTS FOR GROUNDWATER OR SOIL CONTAMINATION

[INCLUDE ANY SITE ASSESSMENTS FOR GROUNDWATER OR SOLID CONTAMINATION REQUIRED IN

SECTION 16.15 OR THE NPDES PERMIT]

SITE CONSTRAINTS

[DESCRIPTION OF WHY DESIGN DOES NOT MEET THE REQUIREMENTS OF TEMPORARY SEDIMENT

BASINS, BUFFER ZONES, VOLUME REDUCTION AND WHY THESE ITEMS ARE NOT FEASIBLE.]

ESTIMATED BMPS QUANTITIES

STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2

ITEM INSTALLATION INSPECTION &

MAINTENANCE REMOVAL

SILT FENCE PRIOR TO COMMENCEMENT OF

EARTHWORK OPERATIONS.

INSPECT & MAINT. AFTER EACH

RUN-OFF EVENT. REMOVE

SEDIMENTS AS REQUIRED.

AFTER TRIBUTARY DRAINAGE

AREA IS RESTORED.

INLET PROTECTION 1 UPON INLET CONSTRUCTING WHEN 1/3 CAPACITY OF BMP IS

REACHED

AFTER TRIBUTARY AREAS

ARE FULLY RESTORED

INLET PROTECTION 2 UPON INLET CONSTRUCTING WHEN 1/3 CAPACITY OF BMP IS

REACHED

AFTER TRIBUTARY AREAS

ARE FULLY RESTORED

BMP ORIGINAL ESTIMATE MODIFICATION DATE

SILT FENCING 340 LF

STORM DRAIN INLET PROTECTION 1 6

STORM DARIN INLET PROTECTION 2 8

STORMWATER POLLUTION

PREVENTION PLAN 2

CG002

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

:\u se rs \e br od m ar kl e\ de sk to p\ ne w lo go

\v as he et x4

2-ne w lo go -2

dw eb ro dm ar kl d:

lo t:1 /1

A M

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

EB SL

AutoCAD SHX Text

GARY R JOHNSON

BUILDING

MIRAVALLE DR

470 475

456 457 458 459

471 472 473 474

6 45

7 45 8 459

461 462 463

466 46 7 46

45545

ME 453.02

ME 453.97

ME 454.20

ME 454.14

ME 454.64

ME 455.28

ME 454.14

ME 454.05

ME 453.97

ME 453.30

ME 453.22

ME 453.15

ME 453.05

ME 451.64

ME 451.26

ME 451.43

ME 454.06

ME 454.43

ME 454.50

ME 453.89

ME 452.29

ME 453.55

ME 455.62

ME 457.81

ME 459.26

ME 464.25

ME 467.23

ME 466.70

ME 453.94

ME 456.21

ME 453.86

ME 453.19

ME 452.81

ME 453.41

ME 454.01

ME 452.94

ME 453.73

ME 453.54

ME 453.75

454.21

454.06

454.30

RIM 452.97 RIM 452.97

RIM 453.36

RIM 453.31

RIM 452.49

SHERIDAN ROAD

473 474

ME 468.43

ME 469.70

ME 471.33

ME 475.83

ME 476.80

ME 475.64

ME 474.24

ME 472.25

ME 472.35

ME 476.94

ME 476.84

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

:\u se rs \e br od m ar kl e\ de sk to p\ ne w lo go

\v as he et x4

2-ne w lo go -2

dw eb ro dm ar…

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